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HomeMy WebLinkAboutPretty Pond Rd and Hwy 301PER NFPA LIFE SAFETY CODE, 2004, FLORIDA FIRE PREVENTION CODE, 2004 AND FLORIDA BUILDING CODE, 2004 TOTAL INCHES OF EGRESS CAPACITY REQUIRED EQUALS 213; 321 INCHES ARE PROVIDED THESE PLANS COMPLY WITH 2O04 FLORIDA BUILDING CODE EXIT REQUIREMENTS - F13C/IBC/NFPA-101 OCCUPANCY BY USE AREA REQD WIDTH PROVIDED EXIT WIDTH USE AREA SF/OCC OCPNTS RND UP SUBTOT TOTAL IN/ OCC EXIT INCHES DOOR NUMBER INCHES TOTALS GROUND FLOOR 1 I I I � SALES 3%750 30 1,325.00 1,325 025 0.20 265 1 129 OFFIC/PHARM/FOOD PRP 3,570 30 119.00 119 3 129 410 30 13.67 14 9 33 682 30 22.73 23 21 45 1,137 30 37.90 38 26 33 006 30 63.53 64 258 0.20 51.6 SHIPPINGdSTORACE 55822 30 194.07 195 195 0.20 39 588 30 19.60 20 20 0.20 4 53,865 1 1 1979 00.20 359.61 1 1 369 �I 0 21 4511 - II ' E n T-� -7 I - - - - - - - - - - - - - - - - - - - - - - - - 53,865 sq ft -------- I - o---------- - 2 Q il---®------ ---129-"- �I----- ------ 129" II II II II II II fl 0 129" 129" DOORS 1, 2, 3, AND 4= AUTOMATIC DOORS HAVE BREAK -OPEN CAPABILITY PROVIDING 129" OF EXIT WIDTH WITH ALL 4 PANELS BROKEN OPEN r- i 77VCD 3311 p u II n I of inc. CODE ANALYSIS BUILDING CODE ANALYSIS AND FIRE RATED COMPONENT STANDARDS FLORIDA BLDG. CODE CONSTRUCTION TYPE: SPRINKLED: OCCUPANCY ALLOWABLE AREA: PROTECTION: EXTERIOR BEARING WALL: ELECTRICAL EQUIPMENT ROOM: COLUMNS: BEAM, GIRDER, TRUSS: ROOF/CEILING: ROOF MEMBRANE: SPACE ABOVE CEILING: TYPE II - B (UNPROTECTED) THROUGHOUT M (MERCANTILE) * UNLIMITED WITH 60'-0" BREAK PER TABLE 601 NON-COMBUSTIBLE NON-COMBUSTIBLE NON-COMBUSTIBLE NON-COMBUSTIBLE NON-COMBUSTIBLE NON-COMBUSTIBLE NO DRAFT STOPS REQUIRED (717.4.3) INTERIOR FINISH: CLASS C (PER TABLE 803.5.); CLASS AOR B WALLS AND CEILINGS (NFPA 1©1, 6-5, "AUTOMATIC SPRINKLERS") " WHERE PERIMETER OPEN SPACE IS LESS THAN 60'-0", BUT NOT LESS THAN 40'-00, THE EXTERIOR WALLS FACING THE REDUCED OPEN SPACE SHALL BE 3 HOUR OR MORE CONSTRUCTION. (507.4) PLUMBING FIXTURES FLORIDA PLUMBING CODE SEE OCCUPANCY CALCULATIONS IN EXIT REQUIREMENTS CHART GROUND FLOOR: MEN = 899 WOMEN = 899 URNL URNL WC WC LAV LAV D.F. D.F FIXTURE REQ'D PROV REQ'D PROV REQ'D PROV REQ'D PROV in MEN 1 2 2 1 3 2 2 WOMEN 3 3 1 3 FAMILY 1 1 GENERAL NOTES 1. ALL HOLES THAT ARE TO BE CUT IN THE ROOF OR PATCHES TO BE MADE ARE TO BE DONE ONLY BY THE ROOFING CONTRACTOR. 2. WHERE ALL COOLERS AND FREEZERS ARE AGAINST A WALL THERE IS MINIMUM 2" SPACE BETWEEN THE WALL AND COOLER OR FREEZER. THIS SPACE IS TO BE CLOSED UP WITH BREAK METAL. (SEE DETAIL 2 ON SHEET A-18). ALSO WHERE COOLERS ARE AGAINST COOLERS, PROVIDE AN ALUMINUM (.032GA) CLOSER STRIP. 3. BASE AS SCHEDULED FOR SALES AREA IS NOT REQUIRED BEHIND CASES AND SHELVING. EXTEND BASE BEHIND ENDS OF CASES AND SHELVING TO SAME EXTENT AS WALL FINISH. SEE FLOOR PLAN AND INTERIOR ELEVATIONS. 4. ALL STUD WALLS ADJACENT TO COOLER OR FREEZER WALLS SHALL BE COVERED WITH "MR" BOARD TO TOP OF COOLER OR FREEZER. 5. CENTER 2x6 WOOD BLOCKING AT 3'-5" A.F.F. FOR ALL SINKS WITH BACKSPLASHES. 6. CEILING SYSTEMS: INSTALL STENCILED PANELS FOR PLUMBER'S SHUT-OFF VALVES, MOUNT PANELS IN CEILING AS SHOWN ON DTL. 9/P-6. SEE SHEETS A-3 AND P-1 FOR LOCATIONS. DRAWING INDEX T 1 TITLE SHEET, INDEX PM-1 PROJECT MANUAL PM-2 PROJECT MANUAL PM-3 PROJECT MANUAL PM-4 PROJECT MANUAL PM-5 PROJECT MANUAL PM-6 PROJECT MANUAL PM-7 PROJECT MANUAL PM-8 PROJECT MANUAL PM-9 PROJECT MANUAL LS-1 LIFE SAFETY PLAN EQ-1 EQUIPMENT PLAN A 1 FLOOR PLAN A 2 SCHEDULES AND DETAILS A 3 REFLECTED CEILING PLAN A4 GRID / SOFFIT / WALL PLAN A 5 ROOF PLAN A 6 BUILDING SECTIONS A 7 EXTERIOR ELEVATIONS A 8 INTERIOR TILE ELEVATIONS A 9 INTERIOR TILE ELEVATIONS A 10 INTERIOR TILE ELEVATIONS A 11 ENLARGED RESTROOM PLANS AND ELEVATIONS A 12 INTERIOR ELEVATIONS A 13 INTERIOR ELEVATIONS A 14 WALL SECTIONS A 15 WALL SECTIONS A 16 WALL SECTIONS A 17 PHARMACY SECTIONS AND DETAILS A 18 SECTIONS AND DETAILS ADA-1 ADA COMPLIANT -STANDARD DETAILS ADA-2 ADA COMPLIANT -STANDARD DETAILS R D-1 ROOF DETAILS RD-2 ROOF DETAILS UL-1 UL DESIGNS S-1 FOUNDATION PLAN S-2 SLAB PLAN S-3 INTERMEDIATE PLAN S-4 ROOF FRAMING PLAN S-5 SECTIONS AND DETAILS S-6 SECTIONS AND DETAILS S-7 SCHEDULES AND DETAILS S-8 EXTERIOR SECTIONS AND DETAILS S-9 GENERATOR PADS AND DETAILS P-1 WATER AND GAS PLUMBING PLAN P-2 WATER AND GAS PLUMBING ISOMETRIC P-3 SANITARY WASTE PLUMBING PLAN P-4 SANITARY WASTE PLUMBING ISOMETRIC P-5 PLUMBING SCHEDULES AND DETAILS P-6 PLUMBING DETAILS P-7 FLOOR DRAIN DIMENSION PLAN FP-1 FIRE PROTECTION PLAN - UPPER LEVEL FP-2 FIRE PROTECTION PLAN - LOWER LEVEL FP-3 FIRE PROTECTION DETAILS AND NOTES FP-,4 FIRE PROTECTION SECTIONS M-1 HVAC FLOOR PLAN M-2 HVAC DETAILS M-3 HVAC SCHEDULES AND DETAILS M-4 HVAC SECTIONS M-5 HVAC HOOD ELEVATIONS APPROVED y k1re Mar'shall of Z,,-,phv I" wig pl sj �EVAITJ16 r(1 , 1, � L il. L ]:jnc t t 0, CTr� U �r r E-1 ELECTRICAL LIGHTING PLAN -� E-2 ELECTRICAL SECONDARY LIGHTING PLAN -_..._ E-3 ELECTRICAL POWER PLAN E-4 ELECTRICAL REFRIGERATION PLAN E-5 ELECTRICAL ROOF PLAN E-6 ELECTRICAL COMMUNICATION PLAN E-7 ELECTRICAL FIRE/BURGLAR ALARM PLAN E-8 ELECTRICAL EMS PLAN E-9 ELECTRICAL RISER DIAGRAM E-10 ELECTRICAL DETAILS E-1 1 FIXTURE AND SYMBOL SCHEDULES AND ENLARGED AREAS E-12 ELECTRICAL DEVICE ELEVATIONS E-13 ELECTRICAL DEVICE ELEVATIONS E-14 EMS DETAILS E-15 LIGHTING DIMENSIONS E-16 PANEL SCHEDULES E-17 PANEL SCHEDULES R-1 REFRIGERATION FLOOR PLAN R-2 REFRIGERATION SCHEDULES AND SPECIFICATIONS R-3 REFRIGERATION DETAILS Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.11881 SC. REG, 7477 AL, REG. 6234 TN. REG- 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. 45277 GA. REG. 020251 SC. REG.16340 AL REG.20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRIC - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 �C COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES J N11 PUBLM PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5A.� Vi12707 DRAWING TITLE: TITLE SHEET, INDEX SCALE: NONE 0-JAN-2008 15:23 xmwc P:\1200-1299\1245\1245t01.dgn INVIGORATE g J Pq Project Manual Version 07.2 Reflecting Changes Through 24 Aug 2007 Section 00 21 13 Instructions to Bidders 1. General 1.1. The Work: Publix Super Market store building located as indicated on the title block of these Drawings. 1.2. Securing Documents: Invited Bidders may obtain copies ofthe Proposed Contract Documents as indicated in the Invitation to Bid. 1.3. Bid Form: Bids will be received at the time and place indicated in the Invitation to Bid, and shall be on the form provided with the Invitation to Bid. 1.4, Bonds 1.4.1 No bid security is required. 1.4.2 A Labor and Materials Payment Bond and a Performance Bond, each in the amount of the Contract Sum, are required as a Deductive Alternate. 1.5. Examination of Documents and Site of Work 1.5.1 Bidders Review of Documents: Bidder shall examine entire set of Drawings, all Sections of Specifications, and all Conditions of the Contract. 1.5.2 Note especially Supplemental Drawings and Specifications which integrate the Publix Prototype Design with the Site and all adjacent Shopping Center structures, and which may provide or modify the facade and adjacent structure. These Drawings and Specifications are part of this Contract, and are listed in the Invitation to Bid. 1.5.3 Bidders review of Construction Site: Bidder shall visit Project Site to be acquainted with surrounding territory, means of approach to Site, conditions of actual Job Site, and facilities for delivery, storage, handling and placing of materials and equipment. Bidder shall compare Drawings and Specifications with work in place in order to be fully informed of all conditions affecting execution ofwork. Failure to visit site or failure to examine any and all Contract Documents will not relieve successful Bidder from necessity of furnishing all materials or equipment, or performing all work, that may be required for completion in accordance with Drawings and Specifications without additional cost to Owner. Neglect of above requirements will not be accepted as reason for delay in Work. 1.6. Proof of Competence and Approval of Subcontractors 1.6.1 The successful Bidder will be required to submit to the Owner a list of proposed Subcontractors for principal portions of the Work before execution of the Contract. This list must be approved by the Owner and will become an Amendment to the Contract. The Owner may require evidence that a proposed Subcontractor has sufficient means and experience in the types of work called for to assure completion of the Contract in a satisfactory manner. 1.7. Award and Execution of Contract 1.7.1 The Contract, if awarded, will be awarded to the invited Bidder who has proposed the lowest Contract Sum, subject to the Owner's and Architect's right to reject any and all Bids and to waive informality and irregularity in the Bids and in the Bidding. 1.7.2 The Form of Agreement which the successful bidder will be required to execute is AIA Al 11, 1997, "Form of Agreement Between Owner and Contractor" Publix Super Markets, Inc. is included in the definition of "Owner" and shall be a required Cosignatory of the Owner -Contractor Agreement. 1.7.3 At or prior to delivery of the Signed Agreement, the Bidder to whom the Contract is awarded shall deliver to the Owner those Certificates of Insurance required by the Contract Documents and such Labor and Materials Payment Bonds and Performance Bonds as may be required by the Owner. 1.7.4 Certificates of Insurance and Bonds shall be approved by the Owner before the Successful Bidder may proceed with the Work. Failure to provide either in a form satisfactory to the Owner shall subject the Contractor to loss of time from the allowable Construction Period equal to the Time of Delay in furnishing the required material. 1.8. Construction Time 1.8.1 The Agreement will include a requirement that the Work be completed within. a Specified Number of Days following the Date of Commencement. The Specified Number of Days will be agreed upon between the Owner and the Successful Bidder. The Date of Commencement will be defined in the Owner - Contractor Agreement (for the purpose of administration of the Owner - Contractor Agreement only) as the later of either 1) the date of the Owner - Contractor Agreement or 2) the Date of Receipt of the Building Permit. 2. Products Not Used 3. Execution Not Used End of Section 00 21 13 Section 01 1100 Summary of Work 1. General 1.1, Work under this Agreement is the construction of a Publix Super Markets Store Building. 1.2. Related work under other contracts 1.2.1 Sitework: Site Grading Site Drainage Site Utilities, Paving Pad Preparation for this building Construction of other buildings within the Project. Other work as required for satisfactory completion of the Project. 1.2.2 On projects for which Publix Super Markets, Inc. is the sole Owner, some or all of the above -listed Site Work may be part ofthis Contract; See Bid Forms for definitive list 1.3. The following items will be furnished by Publix Super Markets, Inc. and shall be set in place, installed, and connected by the proper trades under this Contract (except for connection work by Publix as noted). These items may be designated OFCI (Owner Furnished, Contractor Installed) when referenced in the Documents. Items will be delivered to the Site of Construction. Contractor assumes responsibility for delivered items at the time of delivery. Coordinate with Publix for delivery method and time. 1.3.1 If Additive Alternate for HVAC Equipment is not accepted: Roof -Top HVAC Equipment curbs and support rails, and HVAC Units (except final connection of control wiring by Publix whether Additive Alternate is accepted or not). In any case, where required elsewhere, radiant unit heaters are part of the Contract. 1.3.2 Pre -sloped rooftop curbs for 1iVAC Systems, Mechanical Centers. 1.3.3 All Supply and Exhaust Fan curbs, and all Supply and Exhaust Fans. 1.3.4 Grease Hoods and Heat Removal Hoods, designated GH- and HR- on Mechanical Drawings. 1.3.5 Hot Water Storage and Reclaim Tanks. 1.16 Light Fixtures and Lamps. 1.3.7 Energy Management Panels (except final connection to power and control wiring installed by Contractor will be by Publix). 1.3.8 All Utility type sinks: stainless steel freestanding one, two, three, and four compartment sinks, Plumbing brass provided by Contractor. 1.3.9 Emergency Generator and Transfer Switch with gas regulator and filter. 1.3.10 "Lite-Lab" suspended grid system. 1.3.11 Boston Retail's "Boston Beam" space frame. 1.3.12 Traffic Doors. 1.4. The following items will be furnished, set in place, installed, and connected by Publix Super Markets, Inc. either under separate contract or by Publix personnel (except for connection work by Contractor as noted in parentheses): 1.4.1 Walk-in coolers and freezers, including installation of refrigerant lines and condensate lines to hub drains (electrical connection by Contractor). 1.4.2 Insulated composite panel ceiling systems. 1.4.3 Refrigerated Cases, including installation of refrigerant lines and condensate lines to hub drains (except electrical connection by Contractor). 1.4.4 Condensers and Compressors for Refrigerated Systems, with weatherproof Units of labor x actual rate by Categories housings "Weather-Pac's" or roof -top houses where indicated (except % of labor burden by Categories connection of power and control wiring; required flashing, pre -manufactured Total labor by Categories curbs shown, and other water/weatherproofing by Contractor). 1.4.5 Heated food display cases {electrical connection by Contractor). 1.2.5.2 Material: Units of material x actual unit cost by Categories 1.4.6 Bakery Ovens (gas and electrical connection ,and flues and vents by. Contractor - Contractor shall receive and store ovens at the site until Publix Subtotal by Categories forces can. install them). °/aTax 1.4.7 Signs on facade and under canopy (electrical connection by Contractor). 1.2.5.3 Category Total {ar Subcontract): 1.4.8 Scissor Lifts, Dock Levelers, and Dock Bumpers (except associated concrete Total Labor work, steel embeds and electrical connection by Contractor). Total Material 1.4.9 Trash Compactor (electrical connection by Contractor). Subtotal X 7% 1.4.10 Baler (except electrical connection by Contractor). Category Cost 1.4.It Ice Machines with condensate drain connection (water supply connection and electrical connection by Contractor). 1.4.12 Gondolas (electrical wiring by Contractor). 1.4.13 Checkout Stands, including all signal wiring (electrical connection by Contractor). 1.4.14 Combined Burglar and Fire Alarm System, including all final power and signs wiring connection (conduit, junction boxes, pulling of power and signal wiring and duct mounted ionization detectors by Contractor). 1.4.15 Safes. 1.4.16 Automated Teller Machines (ATM's), communication (electrical connection by Contractor). 1.4.17 Wall Clock in Sales Area (electrical connection by Contractor). 1.4.18 Unit Insect Control Systems 1.4.19 Portable Fire Extinguishers. 1.4.20 Towel, Soap, and Toilet Paper Dispensers. 1.4.21 Diaper -Changing Stations. 1.4.22 Music System 1.4.23 Automatic Fire Suppression System in its entirety as listed in Section 15355. 1.4.24 Trim package: Cart curbs, rub rails, interior railings, etc. 1.5. Area of horizontal runs by Trades Electrical: Bottom of roof deck to 32 in. below roof deck,- where exposed, immediately beneath roof deck, passing between steel joists where possible. Refrigeration: 32 in, to 36 in. below roof deck; where exposed, immediately below bottom chord ofsteel joistgirders andjoists. Fire Sprinkler: 8 in. above ceiling, where exposed, 8 in. above bottom chord ofsteel joist girders and joists. Air Conditioning: 36 in. below roof deck to 10 in. above ceiling; where exposed, hang as close under bottom chord of steel joist girders and joists as possible while leaving room for refrigeration lines. If deviation from these areas is indicated such deviation must be agreed upon by the Job Superintendent and/or Publix's representative. 2. Products Not Used 3. Execution Not Used End Of Section 01 1100 Section 0123 00 Alternates 1. General 1.1. To enable the Owner to evaluate the cost of alternate methods of construction of the Project, the Alternates described in this Section are required to be stated on the Bid Form submitted by each Bidder. 1.2. The cost of Labor and Material Payment Bond and Performance Bond shall be listed as an Add Alternate. 1.3. Underslab Porous Fill - in some locations the building pad or sub -grade will be constructed with material which meets the specified requirements for under -slab porous fill. In such a case the Owner may choose to omit under -slab porous fill from this Contract. State an amount which may be deducted from the Base Bid for the omission of Material, Labor, and Equipment for the installation of under -slab porous fill. 1.4. HVAC Equipment - State an amount which may be added to the Base Bid for the inclusion of rooftop HVAC Units, their curbs, and support rails. The Contractor shall set in place, install, and connect this equipment whether this alternate is accepted or not. 2. Products Not Used 3. Execution Not Used End Of Section 01 23 00 Section 0125 00 Substition Procedures 1.2.5.4 Recap Categories Category Cost each Category Total Cost of Revision Request or Change Order 2. Products Not Used 1 3. Execution Not Used End Of Section 0126 00 Section 0133 00 Submittal Procedures 1. General 1.1. Each Bidder obligates himself to the use of brands, makes and models, materials and apparatus named in this Project Manual and on the accompanying Drawings, unless substitute approval is obtained in the manner described herein. 1.2. All items, for which there is a specific product or brand designated, shall be supplied as specified. 1.3. After bidding: no substitutions will be considered, except in cases necessitated by strikes, bankruptcy, discontinuation of a product, etc., or where equal performance and significant cost savings will result. Requests shall be in writing and be accompanied by full descriptive data. It is assumed that the reason for substituting materials and methods is based on a cost or time savings, and that Publix will share in these benefits. 2. Products Not Used 3. Execution Not Used End Of Section 01 25 00 Section 0126 00 Contract Modification Procedures 1. General 1.1. Definitions: Refer to AIA Document A201. 1.1.1 The Contract for Construction (the Work) is composed of: Agreement (Form itself, with attachments) General Conditions Specifications Drawings Addenda 1.1.2 Change Orders modify any or all of the parts of the Contract where a change in Cost or Time is required. 1.1.3 Minor changes in the Work shall be as directed by the Owner's Representative. 1,1.4 Aligned Contractors shall be bound by provisions of their Cost Plus a Fee Contracts. 1.2. Revision Request (This is the term used to describe the process by which Publix identifies items for change): 1.2.1 Where a Revision Request has no associated cost, submit a letter stating this, or include as a no cost line item on a Change Order. 1.2.2 Where a Revision Request requires an adjustment in the Contract Sum, submit within 30 days from distribution date of Revision Request as a Change Order or a line item on a Change Order. If Change Order is not received within 30 days, it will be assumed that the Revision Request is a no cost item. 1.2.3 Where a Revision Request is included as a line item on a Change Order, include the following as back-up, broken out for each Revision Request individually. 1.2.4 Submit on forms supplied or approved by Publix. 1.2.5 Required Information: 1.2.5.1 Lobar: 1. General 1.1. Submit all required Shop Drawings, Product Data, Samples, Concrete Design Mixes, Test Results, etc. to: Publix Super Markets, Inc. Attn: Facilities Design P.O. Box 407 (3300 Publix Corporate Parkway) Lakeland, FL 33802 (33811) 1.2. Submittal Types: 1.2.1 Letters of Intent (IAI): 1.2.1.1 Use where provided by Publix. LOI's shall be filled out completely, with all options marked, and with all blanks filled in, properly signed by an authorized agent of the company concerned 1.2.1.2 LOI shall be followed exactly in the field Provide adequate information at the Job Site for Installers to conform to Manufacturers recommendations. 1.2.1.3 Submit only the original, signed LOI to Publix. Contractor may retain as many copies as he needs. 1.2.2 Manufacturer's Literature: 1.2.2.1 Submit where required by applicable Project Manual Section. Submit a minimum three copies for use of Owner and Contractor, additional copies as required. 1.2.2.2 Where more than one option is described, mark to indicate model or type to be used 1.2.3 Shop Drawings 1.2.3.1 Submit for the following: Concrete Reinforcing Steel Masonry Reinforcement Open Web Steel Joists Structural Steel Fire Sprinklers Other items of work as required 1.2.3.2 Submit in number prescribed by instruction letter issued at pre - construction meeting or, if not specified in letter or individual sections, submit three sets. 1.2.3.3 Materials Lists: 1.2.3.4 Identify all pertinent characteristics (type, model number, etc.) of materials intended for use. 1.2.3.5 Fire Sprinkler submittals only: Submit two sets with approval by Factory Mutual and local Authority having Jurisdiction. Submit sets bearing the original signature or initials ofthe reviewers. Include original letter from Factory Mutual detailing their review comments. These sets will not be retumed. 1.2.4 Test Reports: 1.2.4.1 Where indicated, submit test reports to prove compliance of materials supplied with specification intent. 1.2.4.2 Reports Required: Concrete . Soil and other Geological Tests. Steel Inspection Report Others as needed 1.2.4.3 Note the requirements stated elsewhere for same -day submittal of test reports indicating substandard soil or concrete. 1.2.5 Samples: 1.2.5.1 Where required for selection of color, texture or other physical characteristics, submit samples of materials intended for use. 1.2.5.2 Samples shall be large enough to allow adequate evaluation. 1.2.5.3 Submit two samples minimum. One will be retained by Publix, the other will be returned to the General Contractor for use at the Job Site. 1.2.6 Sample Panels: 1.2.6.1 Where required by Publix Architect, erect on the job site where directed, a Sample Panel of major finish work. 1.2.6.2 Sample Panel shall be no larger than 4'-0" x 8'-0", but shall be large enough to indicate joint treatment, corner treatment, range of coloration, and other pertinent characteristics of the installation of materials selected. 1.2.6.3 Sample Panel will be used as the Quality Standard for the work represented. Work in place shall conform to the treatments shown by the Sample Panel. 1.3. Submittal Process 1.3.1 Time 1.3.1.1 Letters of Intent: Return to Publix no later than 2 weeks before commencement of work described, and no later than 60 days from project commencement. . 1.3.1.2 Marginal Soil, Concrete or Other Tests that indicate substandard conditions; submit to Publix immediately. 1.3.1.3 All other submittals: Return to Publix no later than 2 weeks before commencement of work described, and no later than 60 days from project commencement. 1.3.1.4 Subcontractor prepares submittal 1.3.1.5 If LOI is available, send original to General Contractor. 1.3.1.6 If LOI is not available, send six copies of submittals to General Contractor. 1.3.1.7 Deviations from the specifications willt be considered only in the event that those products specified have become unavailable for use. Other products may be submitted only for future consideration. 1.3.2 General Contractor reviews submittal 1.3.2.1 If LOI is submitted, record action taken and send on to Publix. 1.3.2.2 Approve or annotate the submittals, then send on to Publix. 1.3.2.3 If disapproved, notify Subcontractor. 1.3.3 Publix reviews submittal 1,3.3.1 IfLOI is submitted, record. 1.3.3.2 Approve or annotate submittals, keep file copy, return others to General Contractor. 1.3.3.3 If disapproved, notify General Contractor. 2. Products Not Used 3. Execution Not Used End Of Section 01 33 00 Section 0150 00 Temporary Facilities and Controls 1. General 1.1. Temporary Requirements: 1.1.1 Furnish two currently accepted type hygienic portable toilet facilities, and maintain same. 1.1.2 Provide temporary water supply (3/4' ). 1.1.3 Provide temporary electric service for power and lighting (208 volt, 200 amp.) 1.1.4 All temporary facilities shall be removed when their use is no longer required. 1.1.5 General Contractor shall pay operating costs of all temporary services. 1.2. Security: Provide weathertight shed(s) for all materials requiring protection from weather, with raised floors for storage of cement, lime, and similar items. 1.3. Construction Cleaning: 1.3.1 Contractors shall clean construction site daily of all rubbish and trash which might breed mosquitoes and vermin, or which is highly combustible. Trash which cannot be burned because burning is not allowed by local ordinance, or because it is not combustible, shall be removed from the site at least weekly. 1.3.2 The Contractor shall clean sweep the finished floor every day and be sure that the finished floor is undamaged by equipment or materials being stored directly on the floor. A daily check of rolling equipment shall be made for oil or battery acid leaks. The Contractor shall caution all Subcontractors about protecting the finished floor from staining materials such as oil, acid, chewing tobacco, cigarettes, coffee, soft drinks, and tire skid marks from rolling equipment. 1.3.3 Provide final clean-up of entire site and building interior and exterior, including the roof before requesting Substantial Completion inspection. 1.4. Field Office 1.4.1 Provide weathertight shed or trailer with raised floors with adequate space for Contractor's and architect's needs. 1.4.2 Telephone: Install in field office for duration of construction work. Provide outdoor bell or bells to permit hearing ring from any part of Construction Site. 1.4.3 Contractor shall keep min. of 3 hard hats in field office for use by authorized visitors. These hats shall be kept in a clean and presentable condition. 1.4.4 Contractor shall at all times maintain a complete set of up-to-date Contract Documents in the field office. Documents which have been superceded shall be destroyed or clearly marked 2. Products Not Used 3. Execution Not Used End Of Section 0150 00 Section 0166 00 Product Storage and Handling Requirements 4. General 4.1. Walk -In Coolers and Freezers, and associated Evaporator Coils and Rooftop Refrigeration Equipment 4.1.1 The General Contractor shall schedule a delivery date for this equipment, which date shall not be changed later than two weeks prior to the scheduled date.The following are prerequisites to delivery: 4.1.1.1 A stabilized roadway must be completed from a public street to and around the Publix building. Roadway and track around building shall accomodate the size and type of crane required to set steel and roof- top equipment. 4.1.1.2 All interior slabs must be poured. 4.1.1.3 All portions of the building must be dried in. 4.1.1.4 The area around the building must be accessible so that a crane will be able to lift the units from the ground to their rooftop locations. 4.1.1.5 On stores which have Rooftop Machine Rooms for housing Refrigeration Equipment, the Contractor must be prepared to make machine rooms weather-proof immediately after the equipment is set in place. 4.1.1.6 If the delivery date must be changed less than two weeks prior to a scheduled delivery date, the Contractor shall bear all costs for storage, demurrage, return and reshipping, etc. 4.2. Refrigerated Cases: 4.2.1 The General Contractor shall schedule a delivery date for this equipment, which date shall not be changed later than two weeks prior to the scheduled date. The following are prerequisites to delivery: 4,2.1.1 A stabilized roadway must be completed to the rear of the Publix .building. 4.2.1.2 The cases will be unloaded on the concrete pad at the rear of the store. This pad must have been poured and cured for at least three days prior to delivery of the cases. 4.2.1.3 The building shall be secure. The General Contractor shall sign for receipt of the cases and be responsible for them, except for any damage caused by Publix' installation crew or Refrigeration Contractor. 4.2.1.4 The finished floor must be completely frnished,cleaned, polished, stains removed, and sealed. 4.2.1.5 The interior of the Store Sales Area must be essentially complete, including painting, ceilings, wall coverings, wall tile, canopies, etc. 4.2.1.6 The area where cases are to be located must be swept clean. 4.2.1.7 Electrical wiring must be pulled and ready for connection. 4.3. Light Fixtures: 4.3.1 The General Contractor shall notify Publix when he is ready to accept light fixtures. 4.3.2 The General Contractor shall sign for receipt of the light fixtures and be responsible for them. 4.3.3 The light fixtures shall be stored in a secure location on the job -site. The walk- in coolers and freezers may be used for this purpose. 5. Products Not Used 6. . Execution Not Used End Of Section 0166 00 Section 01 77 00 Closeout Procedures 1. General 1.1. Electric Service: Payment for electric service will become the responsibility of Publix Super Markets, Inc. at the earlier of two dates: 1.1.1 The date Publix starts up the refrigeration system permanently. 1.1.1.1 All testing and remediation of the refrigeration system shall be completed before this date. 1.1.1.2 The air conditioning system must also be started by this date; the Contractor may start the air conditioning earlier but Publix will not pay for electric service. 1.1.2 The Date of Substantial Completion as established below. 1.2. The following requirements for Substantial Completion supplement those in AIA Document A201 General Conditions of the Contract For Construction, Paragraph 9.9. 1.2.1 When Substantial Completion is near, Publix will at the request of the Contractor prepare a list of items to be completed or corrected. All items on this "Punch List" must be corrected or completed to the satisfaction of Publix' Representative, except those items which Publix may specifically allow to be deferred to Final Inspection, before the inspection for Substantial Completion will be scheduled, 1.2.2 The following items are among those that must be completed prior to inspection for Substantial Completion: 1.2.2.1 The issuance of a Certificate of Occupancy and/or a Certificate of Use by authorities having jurisdiction. 1.2.2.2 Clean the entire work and site of all trash and used material. All equipment, fixtures, glass, metal, etc. shall be cleaned, ready for use with all shipping labels, manufacturer's removable labels, etc. removed. 1.2.2.3 Make all floors ready for use by cleaning. Posting of all required operating instructions for equipment. 1.2.2.4 Posting of typewritten panel board schedules. 1.2.2.5 Labeling of all lines and controls as required. 1.2.2.6 Sitework (signage, paving, striping, site utilities, landscaping, DOT requirements, and other ancillary work) performed under this Contract - or other contracts. 1.2.3 After Publixx' Representative has approved the disposition of all items on the Punch List, Publix will set a date for inspection for Substantial Completion. Discrepancies noted during this inspection may be cause for withholding issuance of Certificate of Substantial Completion at the discretion of Publix' Representative. Otherwise, a Certificate of Substantial Completion will be issued promptly. 1.3. The following requirements for Final Payment supplement those in AIA Document A201 General Conditions of the Contract for Construction, Paragraph 9.10. The Contractor shall notify Publix when all deferred Punch List items have been corrected, at which time Publix will set a date for inspection for Final Payment. 1.3.1 The following items are among those which must be completed prior to the inspection for Final Payment: 1.3.1.1 Receipt by Publix of the Project Record Documents specified in Section 01 78 39 Project Record Documents. 1.3.1.2 Receipt by Publix of a Closeout Book, which shall contain the following: List of all Sub -Contractors, Sub -Sub -Contractors, And Suppliers. All required Guaranties and Warranties. All Operating Manuals, Service Instructions, and Parts Data. 1.4.. At a time approximately one year after Substantial Completion Publix will schedule the One -Year Inspection of the Project. The Contractor shall send a representative. The Contractor shall correct any work found not to be in accordance with the requirements of the Contract Documents, as set forth in AIA Document A201 General Conditions of the Contract for Construction, Paragraph 12.2.2. 2. Products Not Used 3. Execution Not Used End Of Section 0177 00 Section 01 78 39 Project Record Documents (As -Built Drawings) 1. General 1.1. Summary: l . l.1 Throughout progress of the Work, maintain an accurate record of changes in the Contract Documents, and, upon completion of the Work, transfer the recorded changes to a set of "Final Record Documents", as described in article 1.5 below. 1.1.2 The purpose of the Final Project Record Documents is to provide accurate information regarding all aspects of the Project, both concealed and visible, so maintenance and future modification of the Work may proceed without extensive investigation of existing conditions. 1.2. Final Project Record Set Approvals: 1.2.1 Publix' Representative's approval of the status of the Final Project Record Documents may be a prerequisite to Publix' approval of requests for Progress Payments. 1.2.2 Prior to submitting Request for Inspection for Final Payment, submit the Final Project Record Documents to Publix. Final Payment will not he approved until Documents are received by Publix. 1.2.3 Deliver the original and two copies of Final Project Record Documents to Publix's representative within 30 days of owner acceptance. 1.3. Quality Assurance, Delegate responsibility for maintenance of Final Project Record Documents to one person on the Contractor's staff as approved by Publix' Representative. 1.4. Maintenance of Job Set 1.4.1 Job Set: Designate one of the sets of Contract Document Drawings provided to the Contractor at the start of the Project as the Final Project Record Document Job Set. Immediately identify each sheet of the documents with the title "Record Documents - Job Set." 1.4.2 Thoroughly coordinate changes within the Record Documents. Make adequate entries on each sheet of Publix' prototype Project Manual, the supplemental Architectural and Engineering Drawings and Specifications, and the Civil Engineering, Landscaping, and Site Utilities Drawings. 1.4.3 Do not use the Job Set for any purpose except entry of new data and for review by Publix' Representative, until start of transfer of data to the Final Record Documents. 1.4.4 Make entries on the Job Set within 24 hours after receipt of information that a change has occurred. 1.4.5 Maintain the Job Set of Final Project Record Documents completely protected from deterioration and from loss or damage until completion of the Work and transfer of all recorded data to the Final Project Record Documents. 1.4.6 In the event of loss of recorded data, use means necessary to again secure the data to Pubhx' Representative's approval. Such means shall include removal and replacement of concealing materials if this is necessary in the opinion of Publix' Representative. 1.4.7 Change Data: Make change entries on drawings as follows: 1.4.7.1 Make entries in erasable colored pencil. 1.4.7.2 Call attention to each entry by drawing a "cloud" around each area affected; date all entries. 1.4.7.3 In the event of overlapping changes, use a different color for subsequent changes, so that the final construction is evident. 1.4.8 Schematic Conversion Data: 1.4.8.1 Show on the Job Set of Record Drawings, by dimension, accurate to within one inch, the location of each run of underground conduit, pipe, etc. Clearly identify each item by accurate note such as "PVC. drain", "gal. water", and the like. Clearly note the depth of each run beneath the finished floor. 1.4.8.2 Call attention to each entry by drawing a "cloud" around each area affected. 1.5. Final Project Record Documents 1.5.1 Obtain base drawings for Final Record Documents: At a time nearing the completion of the Work, secure from the Architect at no charge to the Contractor one complete set of Contract Document Drawings. 1.5.2 Approval of recorded data prior to transfer: Following receipt of the set of base drawings of the Final Record Documents; and prior to the start of transfer of data from the Job Set to the Final Record Documents, secure the review and approval of all recorded data by Publix' Representative. Make all required revisions to the Job Set. 1.5.3 After approval, carefully transfer change data and schematic conversion data shown on the Job Set of Record Drawings to the corresponding sheets, calling attention to each entry by drawing a "cloud" around the affected area. Dates of changes are not required. Use proper media to assure longevity and clear reproduction. 2. Products Not Used 3. Execution Not Used End Of Section 01 78 39 Section 03 30 00 Cast -in -Place Concrete 1. General 1.1. Scope of Work 1.1.1 Furnish all materials, labor, equipment and services necessary and incidental to complete installation of concrete work indicated, implied on contract drawings, or as specified. 1.1.2 The Contractor shall cooperate with other trades regarding installation of imbedded items, and shall obtain inserts from related trades, such as plumbing, HVAC, roofing etc., and install under this section. 1.1.3 Grout fill of hollow masonry units and. hollow masonry pilasters is specified under masonry. 1.2. References: the following specifications, codes and standards of current issue (hereafter referred to by acronym or alpha/numeric designation only) form a part of this specification: 1.2.1 American Concrete Institute 1.2.1.1 ACI 117: Standard Tolerances for Concrete Construction and Materials 1.2.1.2 ACI 211.1: Recommended Practice for Selecting Proportions for Normal Weight Concrete 1.2.1.3 ACI 221: Guide for Use of Normal Weight Aggregates in Concrete 1.2.1.4 ACI 301: Specification for Structural Concrete for Buildings 1.2.1.5 ACI 302: Guide for Concrete Floor and Slab Construction 1.2.1.6 ACI 305: Hot Weather Concreting 1.2.1.7 ACI 306: Cold Weather Concreting 1.2.1.8 ACI 315: Details and Detailing of Concrete Reinforcement 1.2.1.9 ACI 318 Bldg. Code Requirements for Reinforced Concrete (see other paragraphs of this Section for exceptions) 1.2.1.10 ACI 347: Recommended Practice for Concrete Form Work 1.2.2 American Society for Testing and Materials . L2.2.1 ASTM A 185: Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement 1.2.2.2 ASTM A 615: Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement 1.2.2.3 ASTM C 31: Making and Curing Concrete Test Specimens 1.2.2.4 ASTM C 33: Specification for Concrete Aggregates 1.2.2.5 ASTM C 39: Compressive Strength of Cylindrical Concrete Test Specimens 1,2.2.E ASTM C 143: Slump of Portland Cement Concrete 1.2.2.7 ASTM C 150: Specification for Portland Cement 1.2.2.9 ASTM C 260: Air -Entraining Admixtures for Concrete 1.2.2.9 ASTM E 1745-97: Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs 1.2.2.10 ASTM E 154-88: Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs 1.2.2.11 ASTM E 96-95: Standard Test Methods for Water Vapor Transmission of Materials 1.2.2.12 ASTM 1643-98: Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs 1.2.3 Concrete Reinforcing Steel Institute: Manual of Standard Practice 1.2.4 Applicable Building Code 1.3. Submittals 1.3.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.3.2 Design Mixes: 1.3.2.1 Submit written reports to Engineer of each proposed mix for each class of concrete at least 15 days prior to the start of Work. Do not begin concrete production until proposed mix designs have been reviewed by Engineer. 1.3.2.2 Reports shall include material certifications and product data for all materials proposed for use. 1.3.2.3 Separate mix designs shall be required for each admixture or combination of admixtures proposed for each class and strength of concrete reviewed by the Engineer. 1.3.2.4 Reports shall include wet and dry unit weights for each mix design. 1.3.3 Shop Drawings: Submit in accordance with Section 01340 Submittals, prepared as described by ACI 315. Show complete plans, scaled sections, and elevations; clearly indicate all openings, ledges, haunches, construction joints required, and other pertinent items. Show size, mark, and location of all reinforcing steel, bar schedules, and bending schedules. 1.3.4 Samples of materials shall be submitted if requested by the Engineer. 1.3.5 Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, waterstops, joint systems, curing compounds, dry -shake finish materials and others if requested by the Engineer. 1.3.6 Submit certificate from aggregate supplier, countersigned by concrete supplier verifying that all aggregates furnished for and used in concrete for this project conform to ASTM C 33. 1.3.7 Certification of conformance to requirements, and the chloride ion content of the admixture will be required from the admixture manufacturer prior to mix design review by the Engineer. 1.4. Quality Assurance - Single -Source Responsibility For Concrete Materials: Obtain concrete ingredients of uniform quality, including color for exposed concrete, from one manufacturer for each cementitious component and from one source and producer for each aggregate. 1.5. Field Quality Control 1.5.1 Employ a Testing Laboratory experienced in testing of concrete materials to perform material evaluation tests and to submit test reports. The laboratory conducting the testing must comply with the requirements of ASTM C 1077. Publix reserves the right to disallow any Testing Laboratory. 1.5.2 Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. 1.5.3 Slump: ASTM C 143; one test for each concrete load at point of discharge for all normally placed concrete, and point of placement for pumped concrete; and one for each set of compressive strength test specimens. 1.5.4 Air Contents: ASTM C 173, Volumetric Method For Light Weight Concrete, ASTM C 231 Pressure Method For Normal Weight Concrete; one for every other concrete load at point of discharge, or when indicated 1.5.5 Concrete Temperature: Test hourly when air temperature is 40F (4C) and below, and when 80F (27C) and above; and each time a set of compressive strength specimens is made. 1.5.6 Compressive Strength Specimen: ASTM C 31; one set of 4 standard cylinders for each compressive strength test, unless otherwise directed. Mold and store cylinders for laboratory -cured test specimens except when field -cure test specimens are required 1.5.7 Compressive Strength Tests: ASTM C 39; one set for each 50 cubic yards or fraction thereof; of each mix design placed in any one day or for each 3,000 square feet of surface area placed; one specimen tested at seven Clays, two tested at 28 days, and one specimen retained in reserve for later testing if required. 1.5.8 Test results shall be reported in writing to Publix Structural Engineer, Public Construction Department, Ready Mix Producer, and Contractor within 24 hours. Reports of compressive strength test shall contain the Publix store name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, wet and dry unit weight, compressive breaking strength, and type of break for both 7 day tests and 28 day tests. Also, if breaks produce results outside the limitations stated below, report shall be submitted on a yellow or other color paper that contrasts to the typical report paper color. 1.5.9 Additional Tests: Coring of concrete anywhere in the structure shall be done only with written approval by Publix Engineer. 1.5.10 Publix acceptance of the test reports does not in any way relieve the Contractor of his responsibility to insure the strength, slump, and quality of the in -glace concrete meets the requirements of the Contract Documents. 1.6. Remediation: 1.6.1 Seven (7) day concrete strength shall not be less than 75% of the 28 day strength. Twenty eight (28) day strength shall be not less than 100% of the 28 day design strength. The concrete strength will be determined by the method described in ACI 318 Sections 5.6.1, 5.6.2.1, 5.6.2.2, and the corresponding ASTM Designation (C 39). 1.6.2 Where testing reveals defective materials, remove nonconforming concrete and install new concrete in its place. 1.6.3 Perform additional tests required to verify compliance of replacement concrete. 1.7. Pre -Slab Conference: At least one week prior to the beginning of the installation of slabs on grade, the Contractor shall hold a meeting with all affected Subcontractors or Suppliers and the Hardener Manufacturer, to review the detailed requirements for the floor methods and procedures, including concrete and reinforcing placement, joint layout, placing techniques, finishing techniques, admixture usage, and curing procedures. At least one person on the finishing crew must be certified as an ACI Flatwork Finisher, or equivalent. 1.8. Inspections: Notify Publix Super Market, Inc.'s Representative 48 hours (min.) in advance of all pours so that he may 1.8.1 Observe all reinforced concrete placement unless otherwise directed by the Engineer. 1.8.2 Check size, grade, spacing, and clearances of all reinforcing and wire mesh. 1.8.3 Check lap lengths 1.8.4 See that reinforcing is clean. 1.8.5 See that forms are properly cleaned and oiled when required 1.9.6 See that steel has been properly placed and tied. 1.9.7 See that forms for columns and beams are fully constructed, except that one (1) side of form is removed to allow for visual inspection. 1.9. Delivery, Storage, And Handling: Reinforcing steel shall be delivered to the building site, stored, and covered in a manner which will insure that no damage from moisture, dirt, grease, or any other substance will impair bond with concrete. 1.10. Existing Conditions: 1.10.1 Inspect and field verify all existing surfaces, structures, and dimensions in or adjacent to where Work is to be installed. 1.10.2 Notify the Engineer in writing, before any work is installed, of any condition in disagreement with the Contract Documents or otherwise requiring correction. Failure to make such a report will be construed as acceptance of the existing conditions and acceptance of the responsibility to provide a proper installation. 2. Materials 2.1. General: All materials shall be delivered, stored and handled to prevent inclusion of foreign materials, damage by water, or breakage. Materials shall be stored and delivered in original packages. 2.2. Concrete Materials 2.2.1 Aggregates 2.2.1.1 Fine and coarse aggregates shall conform to the requirements of ASTM C 33, ACI 221 and ACI 301. 2.2.1.2 Coarse aggregate for normally placed concrete at foundations, pedestals, floor slabs, stem walls, steps and other locations shall meet ASTM C 33 Size No. 57 (1" to no. 4). 2.2.1.3 Coarse aggregate for pump mix shall meet ASTM Size No. 8 (3/8" to no. 8). 2.2.1.4 All aggregate for this Project shall be from one source and of uniform color throughout. 2.2.1.5 "Opaline Chert" shall not be used. 2.2.1.6 Sand shall be capable of developing 90% of the strength of standard Ottawa sand, and shall not contain more than 3% clay. The size of the sand shall be such that not less than 85% shall pass through a 1/4" sieve, not more than 30% through a 50 mesh sieve, and not more than 5% through a 100 mesh sieve. Test reports shall be furnished with design mixes indicating strength and gradation. 2.2.2 Cement 2.2.2.1 Normal portland cement shall be type I conforming to the requirements of ASTM C 150 and shall be used for all concrete work. All cement for this project shall be from one source and of uniform color throughout unless special colors or finishes are noted. 2.2.2.2 Fly Ash, slag, or silica fume shall not be used 2.2.3 Water: Water for concrete shall be potable or comply with ASTM C 1602. 2.2.4 Reinforcement 2.2.4.1 Bars: ASTM A 615, Grade 60, unless otherwise shown on Drawings, using deformed bars for no. 3 and larger. 2.2.4.2 Reinforcement Accessories: High chairs, spacers, bolsters, etc. shall meet the requirements of CRSI. 2.2.4.3 Welded Steel Wire Fabric Reinforcement: ASTM A 185 2.2.5 Admixtures 2.2.5.1 No admixtures shall be incorporated in concrete unless written authorization is received from Pubhx' Engineer. 2.2.5.2 Prohibited Admixtures: Calcium Chloride, Thiocyanates or admixtures containing more than 0.05% chloride ions are not permitted. 2.2.5.3 Air Entraining Admixture: ASTM C 260, certified by Manufacturer to be compatible with other required admixtures. "AEA-92" or "AEA-92-5", Euclid Chemical Co. "Darex AEA" or "Daravair", Grace Construction Products "MB-VR" or "MB-AE 90", BASF Chemical Company 2.2.5.4 Freeze Protection Admixture: Shall conform to ASTM C494 Type E except as modified herein. 2.2.5.4.1 Admixture shall provide accelerated setting times and increased early and ultimate strengths 2.2.5.4.2 Admixture shall protect concrete from damage from freezing at concrete temperatures as low as 40 F (4 C ) and ambient temperatures as low as 20 F (-7 C). 2.2.5.4.3 Products: "Pozzolith NC534", BASF Chemical Company 2.2.5.5 Water Reducing Admixture: ASTM C 494, Type A "Eucon", Euclid Chemical Co. "WRDA", Grace Construction Products "Pozzolith" or "Polyheed", BASF Chemical Company 2.3. Related Materials: 2.3.1 Vapor Barrier:. 2.3.1.1 Moisture/Vapor Barrier: ASTM E 1745, Class A. 2.3.1.2 Water Vapor Permeance: ASTM E 96, 0.012 Perms or lower. "Stego 15 mil Vapor Banner", STEGO Industries LLC, San Juan Capistrano, CA (813) 431-0205 "Premoulded Membrane with Plasmatic Core", W.R Meadows, Cartersville, GA (local distributors) "Zero -Perm", Alumiseal, Hanover, MA (800) 235-2313 or equivalent matching performance specifications. 2.3.1.3 Tape for Sealing Laps: Use manufacturers' matching product or approved equal. 2.3.1.4 Mastic for Seating Penetrations: Use manufacturers' matching product or approved equal. 2.3.2 Emery -Aggregate Dry -Shake Hardener: Blended and packaged, natural gray colored, dry shake hardener containing Portland cement, aluminum oxide particles, and wetting agents or plasticizers. Acceptable manufacturers and products are: "Colorbrite Natural," Lambert Corp., Orlando, FL, 2.3.3 Penetrating Curing Agent: Penetrating chemical curing compound compatible with chemical hardener. Acceptable manufacturers and products are: "Gardseal", Lambert Corp., Orlando, FL, "Acryseal HS", BASF Chemical Company 2.3.4 Chemical Hardener: Clear colorless concrete hardener, dustproofer, and densifier containing chemically active magnesium/zmc silicofluoride and wetting agents. Acceptable manufacturers and products are: "Solidus," Lambert Corp. "Lapidolith," Sonnebom Corp. 2.3.5 Absorptive Cover for Curing: Burlap cloth made from jute or kenaf, weighing approximately. 9 oz. per sq. yd. complying with AASHTO M 182, Class 2. 2.4. Proportioning and Design of Mixes: 2.4.1 Mix designs shall be proportioned in accordance with Section 5.3 of ACI 318, "Proportioning on the Basis of Field Experience and/or Trial Mixtures". 2.4.2 If trial batches are used, the mix design shall be prepared by an independent testing laboratory, and shall achieve an average compressive strength 1200 psi higher than the specified strength. This over -design shall be increased to 1400 psi when concrete strengths over 5000 are used 2.4.3 Design mixes to provide normal weight concrete with the following properties, as indicated on the Drawings and Schedules. 2.4.3.1 Maximum W/C Ratios: 0.58 for 3000 psi, 0.44 for 4000 psi. Provide minimum of 500 lbs. portland cement per cubic yard of concrete. 2.4.4 Proportion and design mixes to result in concrete slump at point of placement as follows: 2.4.4.1 Reinforced Foundation Systems: Not less than 3 inches and not more than 5 inches. 2.4.4.2 Concrete containing high -range water -reducing admixture (superplasticizer): Not less than 9 inches and not more than 11 inches. 2.4.4.3 Other concrete: Refer to structural drawings. 2.5. Concrete Mixing 2.5.1 Transit -mixed concrete may be used. It shall be mixed and delivered in accordance with the requirements set forth in the Standard Specifications for Ready Mixed Concretes of the ACI 304, Latest Edition. 2.5.2 Ready Mix Concrete: Comply with requirements of ASTM C 94, and as specified 2.5.2.1 When temperature is between 85F (30C) and 90F (32C), reduce mixing and delivery time from 90 minutes to 75 minutes, and when air temperature is above 90F (32C) reduce mixing and delivery time to 60 minutes. 2.5.2.2 No concrete shall be placed when internal temperature of the concrete exceeds 90F. 2.5.3 Delete Reference From ASTM C 94 for adding water to batch for material with insufficient slump after it arrives on the site. No additional water, except water held back at the plant, shall be added to batch on the Job Site. 2.6. Engineer's review of the design mix does not relieve the Contractor of his responsibility to insure that the strength, slump, and quality of the in -place concrete meets the requirements of the Contract Documents. 3. Part 3 - Execution 3.1. Preparation PV 1 IX. S U P E R M A R K E T S CORPORATE OFFICES FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 3381 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REGA 1881 SC. REG.7477 AL. REG. 623A JOHN W. KITCHENS, PE CIVI L/STRUCTURAL - FL. REG. A5277 GA. REG.020251 SC.REG.16340 AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA.REG.27740 SC. REG.2176A AL-REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL. REG. 43889 GA. REG. 021246 SC.REG.16521 AL. REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL. REG.54781 GA. REG.31882 SC.REG.25591 AL. REG.28469 TN. REG-111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL. REG. 54085 GA. REG. 025636 SC. REG.19743 AL. REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL- FL. REG. 59422 GA. REG.3IA92 SC.REG.25290 AL. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES . A 1 8 �LIK PLOT DATE: 18 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54.4 DRAWING TITLE: 1 Version 07.2 3.1.1 Inspect Prepared Pad for suitability to receive concrete slab. Where areas may be deficient, perform tests to determine suitability for concrete placement. Where extensive testing may be required, notify Publix Engineer. 3.1.2 Where concrete is poured in exposed to view locations, examine formwork for suitability to produce smooth, even surfaces in finished work. 3.1.3 Ensure that cavity caps are in place to prevent concrete from filling masonry cavities where pours are over masonry walls. 3 2. Reinforcing 3.2.1 Avoid cutting or puncturing vapor retarder during reinforcement placement and supports and as herein specified. 3.2.2 Metal reinforcement, before being positioned, shall be thoroughly cleaned of all mill and rust scale, and of coatings of any character that will destroy or reduce the bond. 3.2.3 All reinforcement shall be carefully bent to the required dimensions and in accordance with the requirements of CRSI. 3.2.4 Shop form all reinforcing to dimensions required. conform to ACI I 1 7 for forming tolerances. 3.2.5 All reinforcement shall be placed accurately in position using particular care to place the steel at its proper position in the cross section. Bars shall be held securely in place by ties and bracing in a way that will not allow displacement by tamping of the concrete. Slab reinforcing shall be supported on suitable reinforcing chairs or spacing bars. 3.2.6 Laps: 3.2.6.1 Conform To ACI 318., and as noted on drawings. 3.2.6.2 Avoid lapping bars wherever possible. . 3.2.6.3 Wire Mesh: Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either direction. � 3.2.7 On exterior exposed work, no ties or spacers shall be permitted to remain within 3/4" of the finished surfaces. Place reinforcement to obtain at least minimum coverage for protection. Set wire ties so ends are directed into concrete, not toward surfaces. 3.2.8 Holes for ties and spacers shall be patched with an approved polymer patching mortar immediately after stripping forms. 3.2.9 Install welded wire fabric in longest practicable lengths. 3.2. 1 0 Unless otherwise specified or called for, provide the following i i reinforcing: . . 3.2. 10.1 1 #3 bar in each concrete stair nosing (except metal pan stairs). 3.3. Forms 3.3.1 Forms shall conform to the shapes, lines, and dimensions of the member as shown in the Drawings, and shall be substantial, mortar tight, free from surface defects, and properly braced and tied together, so as to maintain position and shape. All form -work shall be in accordance with ACI 347. 3.3.2 Forms shall be closely fitted to produce smooth, clean surfaces without fins or offsets. 3.33 Plywood shall be oiled or lacquered before reinforcing is placed. Oil shall be non -staining mineral oil. 1 3.3.4 Column forms shall be secured with external yokes. Banding with steel tape is not permitted. rm-work to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. 3.3.6 Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Re - tighten forms and bracing before concrete placement as required to eliminate mortar leaks and maintain proper alignment. 3.4. Installation of Vapor Barrier: 3.4.1 Level and tamp or roll aggregate, sand or tamped earth base. 3.4.2 Installation of vapor barrier shall be in accordance with manufacturer's instructions and ASTM 1643-98. 3.4.3 Unroll vapor barrier with the longest dimension parallel with the direction of the pour. 3.4.4 Lap vapor barrier over footings and seal to foundation wall. 3.4.5 Overlap joints 6 inches and seal with manufacturer's tape or approved equal. 3.4.6 Seal all penetrations (including pipes) per manufacturer's instructions. 3.4.7 No penetration of the vapor barrier is allowed except for reinforcing steel and permanent utilities. 3.4.8 Repair damaged areas by cutting patches of vapor barrier, overlapping damaged area 6 inches and taping all sides with manufacturer's tape or approved equal. 3.5. Installation of Embedded Items 1 3.5.1 Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of items to be attached. 3,6. Concrete Placement � 3.6.1 Comply with ACI 304 "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete", and as herein specified. 3.6.2 Cold Weather Placement: 3.6.2.1 Comply with ACI 306. Unless otherwise approved, concrete shall be mixed and placed only when ambient temperature is at least 40 F. 3.6.2.2 If temperature is less than 45 F, it shall be rising. 3.6.2.3 Where schedules require placement at lower temperatures, heat all materials and otherwise prepare so that batching and mixing materials can proceed as specified. Obtain Engineers approval if an accelerating admixture will be used- 3.6.2.4 Cover completed work at footing level with sufficient temporary or permanent cover as required to protect footings and adjacent subgrade against possibility of freezing. Maintain cover for time period necessary for concrete to gain strength and to prevent frost heaving of sod. concrete at a minimum of 50 F for 7 days after placement. Obtain Engineer's approval for the methods proposed for heating materials and protecting concrete. All heaters shall be vented to the outside of the building. 3.6,2.6 After 5 Days, cooling of the concrete shall be no faster than I F per hour for the first day, and 2 F per hour thereafter. 3.6.3 Hot Weather Placement: 3.6.3.1 Comply with ACI 305 when mean daily temperatures are expected to exceed 80 F. Concrete shall be delivered to the forms at the coolest practicable temperature. Concrete mixes shall be specifically designed (or re -designed) for hot weather conditions. 3.6.3.2 Concrete placement will not be permitted when, weather conditions would prevent proper placement. r ll s shall be cured by continuous sprinkling for a minimum of 24 hours in addition to other required curing methods. 3.6.3.4 Additional control joints may be required to control shrinkage cracking. 3.63.5 Cool ingredients before mixing to maintain concrete temp. at time of placement below 90 F (32 Q. Mixing water may be chilled, or � chopped ice may be used to control temperature provided water equivalent of ice is calculated in total amount of mixing water. 3.6.3.7 Cover reinforcing steel with water soaked burlap if it becomes too hot, go that steel temperature will not exceed the ambient air temperature immediately before concrete is placed. 3.6.3.8 Fog spray forms, reinforcing steel, and subgrade just before concrete is placed. h low humidity� or other adverse placing conditions, when acceptable to Engineer. 3.6.4 When concreting operations are inside enclosed space, space shall be adequately ventilated to prevent carbonation of surface of concrete. Ventilation shall be continuous until 24 hours after final pour in area. 3.6.5 Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete to avoid segregation at its final location. deposit concrete as near as practicable to its final position. There shall be no free vertical drop greater than 8 feet. 3,6.6 Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined constructionjoints. Where placement consists of several layers, place each layer while preceding layer is still plastic, to avoid coldjoints. I . 3.6.6.1 Consolidate placed concrete by mechanical vibrating equipment supplemented by hand -spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI 309. 3.6.6.2 Do not use vibrators to transport concrete inside forms. . ertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have began to set. At each insertion, limit duration of vibration time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. e lidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 3.6.7.1 Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other imbedded items and into comers. ct level with straightedge and strike off. Use bull floats or darbies to smooth surface, free ofhumps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3.6.7.3 Maintain reinforcing in proper position during concrete placement operations. 3.7. Tolerances and Alignment, General: 3.7.1 Conform to ACI 117 "Standard Specifications for Tolerances for Concrete Construction and Materials." 3.7.2 For all formed concrete work exposed to view, provide form and finish tolerances to ACI Class A requirements. 3.7.3 Floor finish tolerances as I O' straightedge anywhere on the slab and allowing it to rest upon two high spots within 72 hours after slab concrete placement. The gap at any point between the straightedge and the floor (and between the high spots) shall not exceed 3/ 16" (flat tolerance) but no more than 1/4" in any 20' length unless tighter tolerance is required below. 3.7.4 Variation of the linear building lines from established position in plan and related position of columns, walls and partitions: In any bay 1/4" In any 20' length 1/4" Maximum for entire length 3/8" 3.7.5 Variation in the sizes and location of sleeves, floor openings, and wall openings: 1/4" 3.7.6 Variation in the thickness of slabs: 1/4" 3.7.7 Variations in footings: In plan I,, Eccentric misplacement 2% of width but <2" Thickness 5% of depth but <2" 1 3.7.8 Variations in steps: Flight Rise 3/8" Run 3/8" Adjacent steps Rise 3/16" Run 3/16" 3.8. Interior Trowel -Finished Slabs: All interior floor slabs except those which will be depressed to receive Terrazzo or Hard Tile. 3.9.1 Emery -Aggregate Dry -Shake Hardener: Follow manufacturer's instructions. 3.8.1.1 Two applications to slab surfaces at a combined rate of 70 lbs. per I 00 s.f Acceptable bond and density is achieved through absorption of water from fresh underlying concrete. 3.8.1.2 After bleed water of first floating operation has dissipated from surface of concrete, uniformly distribute approximately two-thirds of the required weight of the Dry -Shake material over the concrete surface. Embed by mechanical floating or by hand floating. Do not trowel first application. 3.8.1.3 Before bleed water dissipates entirely, uniformly apply most of the remaining Dry -Shake material over the concrete surface, using overlapping applications as required to achieve uniform color. Embed by floating and troweling. Minunize hard troweling to avoid burnishing the slab. Retain a small quantity of dry -shake material for touch-up work. 3.8.2 Steel trowel slabs to a smooth, hard, dense, non -porous surface which is level within a tolerance as described above. Trowel slab down smooth with the tops of floor drains and even with clean -outs. Trowel slab down 1/8 inch below floor drains where vinyl file occurs. 3.9. Concrete Curing and Protection 3.9.1 General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot dry, and windy weather, protect concrete from rapid moisture loss before and during finishing operations with an evaporation - control material. Apply in accordance with manufacturer's instructions after screeding and bull floating, but before power floating and troweling. 3.9.2 Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. 3.10. Curing Methods: Curing method may vary with construction sequence adopted by Contractor. Perform curing of concrete by curing and seating compound, by moist curing, by moisture -retaining cover curing, and by combinations thereot as herein specified. 3. 10.1 Provide moisture curing by following methods. 3. 10. 1.1 If the slab area is not completely shielded from direct sunlight by roof i deck and walls, the slab shall be moisture -cured (see moisture curing procedures). 3.10.1.2 If the slab area is completely shielded from direct sunlight by roof . deck and walls, the slab may be cured by moisture -curing (see moisture -curing procedures) or by application of penetrating curing agent (see penetrating curing agent). 3.10.1.3 Do not use membraneforming curing compound. 3.1 1. Perform curing of concrete by curing and sealing compound, by moist curing, by moisture -retaining cover curing, and by combinations thereot as herein specified. Provide moisture curing by following methods. 3. 1 1.1 Keep concrete surface continuously wet by covering with water. 3.11.2 Use continuous water -fog spray. 3.11.3 Cover concrete surface with absorptive cover, thoroughly saturate cover with water, and keep continuously wet Place absorptive cover to provide coverage of concrete surfaces and edges, with 4-inch lap over adjacent absorptive covers. 3.11.4 Provide curing and seating compound to exposed interior slabs and to exterior slabs, walks, and curbs as follows: 3.11.4.1 Apply specified curing and sealing compound to concrete slabs as soon as final finishing operations are complete (within 2 hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray or roller in accordance with manufacturer's directions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.11.4.2 Use membrane curing compounds that will not affect surfaces to be covered with finish materials applied directly to concrete. 3.11.5 Curing Formed Surfaces: Cure formed concrete surfaces, including underside ofbeams, supported slabs, and other similar surfaces, by moist curing with forms in place for full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. 3.11.6 Final cure concrete surfaces to receive liquid floor harden-:r cr finish flooring by use of moisture -retaining cover, unless otherwise directed. 3.11.7 Chemical Hardener: Follow manufacturer's instructions. 3.11.7.1 Preparation: Surface must be clean, dry, and free of all dirt, oil, and other substances that would interfere with proper penetration. Protect adjacentjoint sealants, metal, glass, and other surfaces from contact with chemical hardener. 3.11.7.2 Application: Apply after slabs have cured 28 days. Do not apply to . uncured slabs; apply in two or three coats at decreasing dilutions and decreasing coverage rates as specified by manufacturer to achieve maximum hardness 3.12. Interior Broom -Finished Slabs: All interior floor slabs which are depressed to receive Terrazzo or Hard Tile. 3.12.1 Medium broom finish slabs to a surface which is level within a tolerance as described above. Where slopes to drain are indicated for finished floor, slope shall be obtained by the slab finish; i.e. broom -finish floor 2 inches below drains where Quarry Tile occurs. 3.12.2 Do not use any curing compound, either membrane -forming or penetrating. 3.13. Exterior Slabs 3.13. 1 Concrete walks, ramps, docks, and pads, shall be 4" thick unless otherwise indicated on Drawings. Install in sections separated by screed joints, as shown on Drawings, or at each column line. Slope sidewalks to drain away from building. 3.13.2 Curbs: Poured concrete 6" x 18" with #4 bar top and bottom. Place tops of curbs exactly 8" above parking lot finished pavement. No precast curbs shall be used. 3.13.3 Install concrete splash blocks at all downspouts where concrete paving does not occur. � 3.13.4 Emery -Aggregate Dry -Shake Hardener: See above. Application for all exterior concrete (except on curbs, splash blocks) 3.13.5 Ramps at front of store shall have a rough broom finish. All other sidewalks and ramps shall have a medium broom finish. Verify sample of "heavy" and "mediunf' broom finishes with Pubhx' Representative. 3.13.6 Chemical Hardener: See above. 3.14. Exposed Interior and Exterior Formed Surfaces 3.14. 1 linperfect surfaces where strength is not impaired may be patched with the specified polymer patching mortar if approved by the Engineer and rubbed smooth with carborandum brick. 3.14.2 Fins shall be removed and the entire concrete surface shall receive a "smooth rubbed finish" as per ACI 30 1. 3.14.3 All finishing shall take place immediately upon removal of the forms. Defective appearance caused by a delay in the finishing procedure will not be accepted. Rubbing the surface to cover such imperfections win not be allowed. � 3.14.4 Cure formed concrete surfaces, including underside of beam , supported slabs, and other similar surfaces by moist curing with forms in place for full curing period or until forms are removed. 3.15. Moisture Curing Procedures 3.15.1 Initiate curing as soon as free water has disappeared from concrete surface after I placing and finishing. Temperature of water used in curing shall be within 20 F of concrete temperature. Keep procedures in place for seven days. 3.15. 1.1 Keep concrete surface continually wet by covering with water. 3.15.1.2 Continuous Water -Fog Spray. 3.15.1.3 Covering concrete surface with water and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4 inch lap over adjacent absorptive covers. 3.16. Removal of Forms 3.16.1 Form -work not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 F (1 0 C) for 24 hours after placing concrete, provided concrete is sufficiently hard that no damage will occur by form removal operations, and provided that curing and protection operations are continued. 3.16.2 Immediately after forms have been removed, all exposed fie wires and stapled ends shall be removed from the concrete surfaces to be exposed; cut ties flush with finished surfaces of all other concrete. rub smooth or cut off fins and rough places; remove all loose concrete and fill honeycombed surfaces; stone pockets; and other irregularities with cement mortar. Do not patch any surfaces until examination has been made by Publix Representative and permission given. Before Publix makes the next inspection for pouring concrete, all previously poured concrete must be pointed up. 3.17. Reuse of Forms 3.17.1 Clean and repair surfaces of forms to be reused in work. Split, frayed, delaminated, or otherwise damaged form facing material will not be acceptable for exposed surfaces. Apply new form coating compound as specified for new form -work. 3.17.2 When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joints to avoid offsets. Do not use "patched" forms for exposed concrete surfaces. End of Section 03 30 00 Section 04 20 00 Unit Masonry I.General I. I. Related Documents: Drawings and General Provisions of Contract including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. � 1.2. Summary: This Section includes the following: 1.2.1 Concrete unit masonry. 1 1.2.2 Related Sections: Section 03 30 00 Cast -in -Place Concrete 1.3.Submittals 1.3.1 Submit LOI in accordance with Section 0 1 33 00 Submittal Procedures. 1.3.2 Material certificates signed by manufacturer cerhfying that Concrete masonry units comply with UL classification required. 1.3.3 Prior (before the bid) approval of insulation: Manufacturer's literature describing foam insulation if other than specified. . 1.3.4 Shop drawings for reinforcing, detailing fabrication, bending, and placement of unit masonry reinforcing bars. Comply with ACI 315 "Details and Detailing of Concrete Reinforcing" showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of masonry reinforcement. li s of Section 03 30 00 Cast -in -Pace Concrete for submittals of mix design, etc. 1.4.Quahty Assurance 1.4.1 Unit Masonry Standard: Comply with ACI 530. I/ASCE 6 "Specifications for Masonry Structures," except as otherwise indicated. 1 1.4.2 Single -Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from one manufacturer for each different product required for each continuous surface or visually related surfaces. 1.4.3 Single -Source Responsibility for Mortar Materials: Obtain mortar ingredients of uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source and I producer for each aggregate. 1.4.4 Insulation: Installation shall be performed by Insulation Manufacturer's authorized Applicator. Certificate of Authorization shall be supplied upon request. � 1.5.Field Quality Control 1.5.1 Testing Frequency: Tests and evaluations listed in this article will be performed during construction for each 2000 sq. ft. of wall area or portion thereof 1.5.2 Mortar properties will be tested per property specification of ASTM C 270. 1.5.2.1 Mortar composition and properties will be evaluated per ASTM C 780. be sampled and tested per ASTM C 1019. 1.5.2.3 Prism Test Method: For each type of wall construction indicated, masonry prism will be tested per ASTM E 447, Method B. 1.5.2.4 Prepare one set of prisms for testing at 7 days and one set for testing at 28 days. 1.5.3 Insulation: Publix may retain the services of a testing organization to perform testing necessary to confirm installation conformance to standards specified. 1.6.Dehvery, Storage, and Handling � 1.6.1 Deliver masonry materials to project in undamaged condition. 1.6.2 Store and handle masonry units off the ground, under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other causes. Ifunits become wet, do not place until -units are in an air-dried condition. 1.6.3 Store cementitious materials off the ground, under cover, and in dry location. 1.6.4 Store aggregates where grading and other required characteristics can be maintained and contamination avoided. 1.6.5 Store masonry accessories including metal items to prevent corrosion and accumulation of dirt and oil, 1.7. Project Conditions 1 1.7.1 Protection of Masonry: During erection, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. . 1.7.2 Extend cover a minimum of 24 inches down both sides and hold cover securely in place. Where one wythe of multi-wythe masonry walls is completed in advance of other wythes, secure cover a rninimum of 24 inches down face next to unconstnicted wythe and hold cover in place. 1.7.3 Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. 1.7.4 Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Remove immediately all grout, mortar, and soil that come in contact with such ma onry. � 1.7.5 Protect base of walls from rain -splashed mud and mortar splatter by means of coverings spread on ground and over wall surface. Protect sills, ledges, and projections from mortar droppings. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes from mortar droppings. 1.7.6 Cold -Weather Construction: 1.7.6.1 Comply with referenced unit masonry standard for cold -weather construction and the following: lay masonry units that are wet or frozen. Remove masonry damaged by freezing conditions. 1.7.7 Hot -Weather Construction: Comply with referenced unit masonry standard. 2.Products 2. I.Concrete Masonry Units . - 2.1.1 General: Comply with requirements indicated below applicable to each form of concrete masonry unit required. 2.1.2 Exterior Exposed Faces: Provide a sand finish suitable for painting. Contractor shall also coordinate with canopy drawings to determine if CMUs are to be painted. 2.1.3 Size: Provide concrete masonry units sized within tolerances specified in the applicable referenced ASTM specification for concrete masonry units. 2.1.3.1 Concrete Masonry Units: Manufactured to specified dimensions of 3/8 inch less than nominal dimensions indicated on drawings. 2.1.3.2 Concrete Building Brick: As job conditions require. 1 2.1.4 Hollow Concrete Masonry Units: ASTM C 90, Grade N and as follows: : Provide units with minimum average net area compressive strength of 1900 psi. 2.1.4.2 Weight Classification: As selected by Contractor unless otherwise indicated. 2.1.4.3 Masonry units must be minimum 2 hour rated, per equivalent thickness method. 2.2. Mortar Materials 2.2.1 General: Comply with ASTM C 270, Property Specification for job -mixed mortar and ASTM C 1142 for ready -mixed mortar. mortar to portland cement -lime. 2.2.1.2 Use Type S or RS for all applications 2.2.2 Portland Cement: ASTM C 150, Type I or 11, except Type III may be used for cold -weather construction. Provide natural color cement as required to produce required mortar color. 2.2.3 Ready -Mixed Mortar: Cementitious materials, water, and aggregate complying with requirements specified in this article, combined with set -controlling admixtures to produce a ready -mixed mortar complying with ASTM C 1142. 2.2.4 Hydrated Lime: ASTM C 207, Type S. 2.2.5 Aggregate for Mortar: ASTM C 144 2.2.6 Water: Clean and potable. 2.3.Grout Materials for Reinforced Masonry 2.3.1 Comply with applicable pro -visions of Section 03 30 00 Cast -in -Place Concrete including, but not limited to, submitting mix designs, providing slump tests and compressive strength specimens for testing.. 2.3.2 Provide concrete pump mix for filled cells as follows: 2.3.2.1 3000 psi Class (no fly ash, 3/8" pea gravel, 500 lbs. cementminimum) 2.3.2.2 Slump Limits: 8" to 10" at point of placement. 2.3.2.3 Filled cell mix must be from a ready -mix supplier, not site mixed. 2.4.Reinforcing Steel 2.4. 1 General: Provide reinforcing steel complying with requirements of referenced unit masonry standard, Section 03300 Cast -in -Place Concrete, and this article. 2.4.2 Steel Reinforcing Bars: Billet steel complying with ASTM A 615, Grade 60. 1 2.4.3 Deformed Reinforcing Wire: ASTM A 496. ASTM A 185. 2.4.5 Deformed Welded Wire Fabric: ASTM A 497. 2.5.Joint Reinforcement . . 2.5.1 General: Provide joint reinforcement complying with requirements of referenced unit masonry standard and this article, formed from the following: 2.5.2 Galvanized carbon steel wire, coating class as required by referenced unit masonry standard for application indicated. 2.5.3 Welded -wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet, with prefabricated comer and tee units, and complying with requirements indicated below: . 2.5.3.1 Wire Diameter for Side Rods: 0.1483 inch (9 gage). Cross Rods: 0. 1493 inch (9 gage). 2.5.4 For single-wythe masonry provide truss design with continuous ladder type rods spaced not more than 16 inches o.c. and single pair of side rods 2.5.5 For multi-wythe ma onry provide Truss design with ladder -type rods spaced not more than 16 inches o.c. and number of side rods as required. 2.5.6 Use units with adjustable 2-piece rectangular ties where horizontal joints of facing wythe do not align with those of backup and where indicated. 2.5.7 Manufacturers: Subject to compliance with requirements, provide joint reinforcement by one of the following: Dur-O-Wal, Inc. Masonry Reinforcing Corp. of America. Wirt -Bond 2.6.Ties and Anchors . 2.6.1 General: Provide ties and anchors specified in subsequent articles that comply with requirements for metal and size of referenced unit masonry standard and of this article. . 2.6.2 Galvanized Carbon Steel Wire: ASTM A 82, coating class as required by referenced unit masonry standard for application indicated, Wire Diameter: As indicated. 2.6.3 Galvanized Steel Shed: ASTM A 366 (commercial quality) cold -rolled carbon steel sheet hot -dip galvanized after fabrication to comply with ASTM A 153, Class B2 (for unit lengths over 15 inches) and Class B3 (for unit lengths under 15 inches), thickness as indicated. : ASTM A 36, hot -dip galvanized to comply with ASTM A 123 or ASTM A 153, Class B3, as applicable to size and form indicated. 2.7.Masomy Insulation 2.7.1 Foamed-m-Place Insulation Material: 2.7.1.1 Provide assembly R=20. 2.7.1.2 Compliant with VOC regulations. 2.7.1.3 Formaldehyde out -gassing less than 0.0 1 milligram per cubic meter when measured 28 days or more after installation. 2.7.1.4 Self extinguishing or non-combustible. 2.7.1.5 4 hour fire rated assembly is required for IT' CMU walls. Use foamed -in - place insulation which has been tested and approved for this assembly rating. 2.7.1.6 Approved products: Tailored Foam, Inc. "Core-Fiff-500". PolyMaster, Inc. "R-501". Thermal Corporation of America, "Thermco". 2.8.Cavity Caps: Plastic or stamped metal, galvanized. I . 2.9.Embedded Flashing: Provide where indicated. 2. 1 O.Miscellaneous Masonry Accessories: - 2. 10.1 Preformed Control Joint Gaskets: Styrene-Butadiene Rubber Compound, ASTM D 2000, Designation 2AA-805. 2.10.2 Bond Breaker Strips: Asphalt -saturated organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt). 3.Execution 3.1.Examination 3.1.1 Examine conditions, with installer present, for compliance with requirements for installation tolerances and other specific conditions, and other conditions affecting performance of unit masonry. 3.1.2 Examine rough -in and built-in construction to verify actual locations of piping connections prior to installation. 3.1.3 Do not proceed until unsatisfactory conditions have been corrected. 3.2. Installation, General e indicated applicable to each type of installation included in Project. 3.2.2 Thickness: Build cavity and c ll the full thickness shown. Build single-wythe walls to the actual thickness of the masonry units, using units of nominal thickness indicated. 3,2.3 Build chases and recesses as shown or required to accommodate items specified in this and other Sections of the Specifications. Provide not less than 8 inches of masonry between chase or recess and jamb of openings and between adjacent chases and recesses unless otherwise indicated. 3.2.4 Leave openings for equipment to be installed before completion of masonry work. After installation of equipment, complete masonry to match construction immediately adjacent to the opening. 3.2.5 Cut masonry units with motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use M-size units without cutting where possible. 3.2.6 Matching Existing Masonry: Match coursing, bonding, color, and texture of new masonry with existing masonry. 3.3.Construction Tolerances: Comply with construction tolerances of referenced unit masonry standard. 3A.Laying Masonry Walls 3.4.1 Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurate locating of openings, movement -type ioints, returns, and offsets. Avoid the use of less -than -half-size units at comers, Jambs, and where possible at other locations. 3.4.2 Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other construction. 3.4.3 Bond Pattern for Masonry: Lay masonry in running bond pattern with vertical joint in each course centered on units in courses above and below. 3.4.4 Do not use units with less that nominal 4-inch horizontal face dimensions at comers or j ambs. course, rack back 1/2-unit length. do not tooth. Clean exposed surfaces of set masonry, wet clay masonry units lightly (if required), and remove loose masonry units and mortar prior to laying fresh ma onry. 3.4.6 Built -In Work: As construction progresses, build -in item required. Fill in solidly with masonry around built-in. items. llow metal frames and masonry solidly with mortar, unless otherwise indicated. 3.4.8 Where built-in items arc to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and place grout into core. 3.5.Mortar Bedding and Jointing: 3.5.1 provide fall mortar coverage on horizontal and vertical face shells. 3.51 Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. For starting course on footings where cells are not grouted, spread out full mortar bed including areas under cells. 3.5.3 Joints in masonry walls shall be 3/8" (nom.) thick. 3.5.4 As mortar takes its initial set, cut flush and rub smooth. 3.5.5 Tool all joints, both interior and exterior, with 5/8" dia x 24" rod, compacting the mortar tightly against masonry units to produce a waterproofjoint smooth and free of voids. 3.5.6 Tool head joints before tooling intersecting horizontal joints. 3.5.7 Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture, provide same type of bonding specified for structural bonding between wythes. 3.5.8 Keep cavities/air spaces clean ofmortar droppings and other materials during construction. 3.5.9 For two wydie work, Tie exterior wythe to backup with continuous horizontal joint reinforcing. 3.6.Horizontal Joint Reinforcement 3.6.1 General: Provide continuous horizontal joint reinforcement as indicated. Install I longitudinal side rods in mortar for their entire length with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcing a minimum of 6 inches. 3.6.2 Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. 3,6.3 Provide continuity at comers and wall intersections by use ofprefabricated "L" and "T" sections. Cut and bend reinforcement units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions. 3.7.Control (Movement) Joints 3.7.1 General: Install control Joints in unit masonry where indicated. Build in related items as the masonry progresses. Do not form a continuous span through movernentjoints. unless provisions are made to prevent in -plane restraint of wall or partition movement. 3.7.2 Build in joint fillers where indicated. Use sash block units at control joint locations. 1 3.7.3 Seal joints using foam backer rod pressed againstjoint filler Range, with sealant bead between masonry units. Tool sealant bead concave. 3.8.Lintels: 3.8.1 Provide precast lintels, as noted on drawings. 3.8.2 Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated. 3.9.171ashing 3.9.1 General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to the downward flow of water in the wall, and where indicated. 3.9.2 Prepare masonry surfaces so that they are smooth and free from projections that could puncture flashing. Place through -wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing with adhesive/ sealant/tape as recommended by flashing manufacturer before covering with mortar. 3. 1 O.Installation of Reinforced Unit Masonry 3. 10.1 General: Install reinforced unit masonry to comply with requirements of referenced unit masonry standard. shape, line, and dimensions shown. Make sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 3.10.3 Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction. 3.10.4 Reinforcing Steel: 3.10.4.1 Con -form to applicable requirements of Section 03300 Cast -in -Place Concrete. 3.10.4.2 Shop form all reinforcing to fullest extent possible. Where not possible, field form before placement. Conform to requirements of ACI Standard referenced. I 3. 10. 5 Grout Placement: . 3.10.5.1 Conform to applicable requirements of Section 03300 Cast -in -Place Concrete. 3.10.5.2 Place grout (pump mix concrete) as noted on plans. 3.11. InsulationInstallation 3.1 1.1 Comply with manufacturer's installation instructions. Fill all cells full height of � wall. face shell of block to obtain access to cells. Patch holes to match surrounding face of block so that, when painted, the patch is as inconspicuous as possible. 3.11.3 Completed installation shall be at least 98% filled. 3.12.Repairing, Pointing, and Cleaning 3.12.1 Remove masonry units that are loose, chipped, broken, stained, or otherwise damaged. Install new units to match adjoining units in fresh mortar or grout pointed to eliminate evidence of replacement. 3.12.2 Pointing: During the tooling ofjoints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point -up all joints including corners, openings, and adjacent construction to provide a neat, uniform appearance, prepared for application of sealants. 3.12.3 Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 3.12.3.1 Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 3.12.3.2 Test cleaning methods on sample wall panel; leave 1/2 panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3.12.3.3 Protect adjacent stone and non -masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 3.12.3.4 Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. 3.12.3.5 Clean concrete masonry using dilute muriatic acid. 3.12.3.6 Protection: Provide final protection and maintain conditions, in a manner acceptable to Installer, that ensure unit irn onry is without damage and deterioration at time of Substantial Completion. End of Section 04 20 00 Section 05 12 00 Structural Steel Framing 1. General . 1.1. Scope of Work 1.1.1 Furnish all materials, labor, equipment and services necessary and incidental to complete installation of structural steel work indicated, implied on contract drawings, or as specified. 1.1.2 The Contractor shall cooperate with other trades regarding installation of associated work as needed to support HVAC units, fans, and other rooftop equipment, roof penetration frames for plumbing, and other items requiring support from the steel structure. 1.2. Qualifications: s than 5 years experience in fabrication of structural steel for projects of similar scope. s than 5 years experience in the erection of structural steel structures of similar magnitude of the proposed structure. 1.3. References: The following specifications, codes and standards of current issue (hereafter referred to by acronym or alpha/numeric designation only) form a part of this specification: 1.3.1 The American Institute of Steel Construction: 13.1.1 AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". 1.3.1.2 AISC "Code of Standard Practice". 1.3.1.3 "Structural Joints Using ASTM A325 or A490 Bolts", approved by the Research Council on Rivet and Bolted Structural Joints. 1.3.1.4 AISC "Code of Standard Practice for Steel Buildings and Bridges". 1 of the above code is hereby modified by the deletion of the following sentence: "This approval constitutes the Owner's acceptance of all responsibility for the design adequacy of any connections designed by the fabricator as part of his preparation ofthese shop drawings." 1.3.2 American Welding Society: 1.3.2.1 AWS, "Structural Welding Code" 1.3.2.2 AWS, "Welding Symbols" 1.3.2.3 AWS, "Gas Metal -Arc Welding with CO2 Shielding" 1.3.2.4 AWS, "Non -Destructive Testing Symbols" 1.3.3 American Society of Testing Materials (ASTM) 1.3.3.1 A6, "General Requirements of Delivery" 1.3.3.2 A325, H.S. Bolts 1.4. Submittals 1.4.1 Provide Submittals and LOI in accordance with Section 01 33 00 Submittal Procedures- . 1.4.2 Shop Drawings and Steel Reports: At least two weeks prior to steel fabrication, submit Shop Drawings, prepared under the supervision of a Professional Engineer, together with copies of the metallurgical test reports (mill reports), purchase orders for all steel, and other data to show compliance with specifications. 1.4.3 Indicate all shop erection details, including cuts, copes connections, holes, bolts, welds, and preparation required, such as bevels, testing and backup bars. Indicate all welds, both shop and field, by AWS "Welding Symbols", A2.0, latest edition. 2. Products 2.1.1 All material shall be new, clean, and free ftom scale or rust. Conform to applicable ASTM designations as described in the most current AISC specifications. 2.1.2 Steel Columns, beams, Plates, etc.: ASTM A-36. 2.1.3 Bolts: ASTM A-325 or A490. 2.1.3.1 Structural Bolts: ASTM A-325 or A-490 � 2.1.3.2 "Twist-Off'Type Tension Control Bolt Assemblies: ASTMFI852 LeJeune Tension Control Bolts. - 2.1.4 Are Welding Electrodes: As specified by American Welding Society "Steel Arc Welding Electrodes", or E-70 SEries of ASTM A-233, and A-15C. 2.1.5 Steel Tubes: Cold formed, minimum yield point 46,000 PSI, ASTM A-500 Grade. "B". 2.1.6 Grout: Non-metallic shrink -resistant, complying with U.S.A. Corps. of Engineers CRD-C-621 and CRD-C-588. Euco N.S., Euclid Chemical Company Crystex, L&M Construction Chemicals Masterflow 713, Master Builders Five Star Grout, U.S. Grout Corp. Propak, Protex Industries, Inc. Set Non -Shrink, Set Products, Inc. Vibropruf No. I 1, Lambert Corp. 2.1.7 Primer: Manufacturer's standard shop primer, unless otherwise noted - I Execution 3.1. Design and Fabrication of Structural and Miscellaneous Steel 3.1.1 In general, AISC Specification shall be followed. 3.1.2 In general, all shop and field connections shall be bolted in accordance with the specifications of the AISC., unless otherwise indicated. 3.1.3 All connections shall be designed to develop the full strength of the beam section shear. All erection bolts shall be set up -right and left in place. Bolted connections carrying stress shall have washers under all nuts, and full grip with nuts torqued tight as required, conforming to "Specification for Structural Joints using ASTM A325 Bolts". 3.1.4 Bolts shall have Rill shanks extende eti � 3.1.5 Shearing and clipping shall be neatly and accurately done, No column splices are permitted. No splices are permitted in beams, except for field connections indicated. 3.1.6 All bolt holes are to be accurately drilled or punched perpendicular to metal surface. The pieces forming one built member shall be straight and fit closely . together, especially where open to view. In compression joints, depending on contact bearing, the surfaces shall be truly faced, so as to have even bearing after adjoining members are aligned and set up complete. Continuous members shall have positive, Rill connections. 3.1.7 Do not flame -cut or enlarge holes by burning. 3.1.8 Fabricate and assemble structural steel in shop to greatest extent possible, 3.2. All milled surfaces shall be protected with a coating of heavy oil or grease. 3.3. Provide all anchor bolts and plates at all steel columns of a size as shown or detailed on the structure drawings, or as required for maximum load of columns, per AISC. 3.4. Welding: 3.4.1 In general, all welding shall confbrm to the requirements of the Code for Arc and Gas Welding in Building Construction as prescribed by the American Welding Society as amended to date. 3.4.2 Welding shall be performed by welders currently qualified under AWS standard qualification procedures to perform the type of work required. Proof of current AWS certification of personnel shall be available at the fabrication shop and at the job site at all times. 3.5. Shop Painting: All steel work shall be thoroughly cleaned of all loose mill scale, rust, and foreign matter as directed in SSPC-SP 43 Specification for Power Tool Cle i ' and given one coat of primer. Primer shall be well worked into alljoints. Prime only when surface metal is dry and grease free. Comply with Steel Structures Painting Council (SSPC)-3. Thickness of coatings shall be 2.5 mil. 3.6. Miscellaneous Steel 3.6.1 Access Ladder to Roof 18 inches wide, made of 2-1/2" x 1/2" flat bar stringers and 7/8" round rod rungs. 3.6.2 Pipe Railings: 1-1/2" diameter Standard Pipe; all welded connections. All pipe railing shall be galvanized after fabrication. 3.6.3 Furnish and install all hangers and channels for curtain walls. 3.6.4 Securely install steel rods for security over all roof fan or vent openings, except grease hood exhaust fans (see mechanical drawings). Use #5 steel rods at 6" o.c., both directions, welded into a steel mesh with connection at intersection of all rods. Install in metal frame as shown. 3.7. Furnish the following items for installation by proper trades. Channel door frames, Corner guards; . 6" pipe columns for door and downspout guards; Traffic posts. 3.8. Installation 3.8.1 Steel Erection General: This shall include the erection of all structural steel, steeljoist girders andjoists, miscellaneous steel, etc. as called for on the drawings and as specified. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges". 3.8.2 Provide temporary shores, guys, braces, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads. Remove temporary supports when permanent structural steel, connections, and bracing are in place, unless otherwise indicated. 3.8.3 Set structural steel accurately in locations and to elevations indicated and according to AISC specifications referenced in this section. 3.8.4 Base and Bea -ring Plates: Clean concrete and masonry bearing surfaces to remove deleterious materials and roughen surfaces prior to setting base and bearing plates. Clean bottom surface of base and bearing plates. 3.9.4.1 Set base and bearing plates for structural members on wedges, shims, or setting bolts as required. 3.8.4.2 Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims but if protruding, cut off flush with edge of base or bearing plate prior to packing with grout 3.9.4.3 Pack grout solidly between bearing surfaces and plates so no voids remain. Finish exposed surfaces. Protect installed materials and allow to cure. 3.9.4.4 Comply with manufacturer's instructions for proprietary grout materials. 3.8.5 Align and adjust vairious members forming part of complete frame or structure before permanently fastening. Before assembly, complete bearing surfaces and other surfaces that will be in permanent contact. Perform necessary adjustments to compensate for discrepancies inelevation and alignment. 3.8.6 Level and plumb individual members of structure. 3.8.7 Install and tighten high -strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A-325 or A490 bolts. 3.8.8 Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality ofwelds, and methods used in correcting weld work. 3.8.9 Comply with AISC specifications referenced in this Section for bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to field welds. 3. 8. 10 Touch up weld spots and abrasions after erection with primer specified for shop priming. Surfaces shall be clean and dry before painting. 3.9. Field Quality Control 3.9.1 No field cutting or fabrication will be permitted without written approval of Pubhx' structural engineer. I . 3.9.2 Testing Agency: Contractor shall engage an independent testing and inspection agency to perform field inspections and tests and to prepare test reports. 3.9.3 Testing Agency will conduct and interpret test and state in each report whether tested work complies with or deviates from the requirements. 3.10. Correct deficiencies in or remove and replace structural steel that inspections and test reports indicate do not comply with specified requirements. 3.11. Additional testing, at Contractor's expense, will be performed to determine compliance of corrected work with specified requirements. 3.12. Field bolted connections will be tested and inspected according to RCSC's "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts". 3.12.1 For bolts indicated as "snug tight", inspect to verify that connected elements are in direct contact. 3.12.2 Inspection will be required of a random selection of ten percent of all high strength shop and field bolting. To be acceptable 95 percent of all bolts tested shall meet design tension. If the bolting fails to meet this requirement, bolts shall be reworked by the contractor and additional tests of 50 percent of all bolts shall be made until the above requirements are met. 3.12.3 Field -welded connections will be inspected by a testing laboratory who will perform visual inspections of a minimum of 100 percent of welds. 3.12.4 For field -welded connections that fail visual inspection, field -welded connections will be inspected and tested according to AWS D 1. I and the inspection procedures listed below: 3.12.4.1 Radiographic Inspection: ASTM E 94 and ASTM E 142; i i quality level; "2-2T"'. 3.13. Contractor shall coordinate erection and inspections to facilitate construction. 3.14. Notify Publix three (3) days in advance of time structure will be ready for inspection. End of Section 05 12 00 Section 05 21 00 . Steel Joist Framing 1. General 1. 1. Scope of Work: I 1.11 Steel joists and related accessories for the Publix box shall be engineered and fabricated by NucorNulcraft and will be provided by Publix. Joists provided do not include retail or facade structures, except when facade drawings are on Publix title block. 1.1.2 General Contractor and Steel Fabricator to coordinate with Vulcraft shop drawings for all connections. Shop drawings will be available from Vulcraft after the store has been awarded. 1.1.3 General Contractor will be responsible for coordinating the joist delivery date with Vulcraft (contact: see below). General Contractor is also responsible for unloading delivery and covering materials at the job site. The General Contractor is responsible for all materials after delivery to the job site. Robert Wesley . National Account Manager Nucor-Vulcraft Group I 000 Hurricane Shoals Rd,, Bldg. A, Suite 150 Lawrenceville, GA 30043 . Phone: 770.338.0970 FAX: 770.338.9757 . email: rwesley@vulcraft-al.com 1.1.4 The joists shall not sit on the site for more than 10 days before erection. 1.2. Submittals 1.2.1 Submit shop drawings in accordance with Section 01 33 00 Submittal Procedures. Shop drawings shall show layout, mark number, type, location, and spacing ofjoists. Include joining and anchorage details, bracing, bridging, accessories, splice and connection details, and attachments to other units of work. 1.3. Quality Assurance 1.3.1 Manufacturer Qualifications: Engage a firm experienced in manufacruring joists similar to those indicated for this Project, and that have a record of successful in-service performance. The joist manufacturer must engage a qualified professional engineer to prepare design calculations, shop drawings and other structural data for steel joists. 1-3.2 SJI Design Standard: Comply with recommendations of S11's "Standard Specifications Load tables and weight Tables for Steel Joists and Joist Girders", applicable to types of joists indicated. . 1.3.3 Welding Standards: Comply with applicable provisions of AWS D1.3 "Structural P u b [16 X8 SUPE R MARKETS CORPORATE OFFICES FACILITIES DESIGN BOX A07, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 AIRPORT RD-, LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG, 9131 8 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG-] 1881 SC. REG. 7A77 AL. REG. 6234 JOHN W. KITCHENS, PE CIVI L/STRUCTU PAL - FL. REG. A52 77 GA. REG- 020251 SC. REG. 16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG. 2175A AL. REG. 249045 TN.PEG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL. REG. 43889 GA. REG. 0212A6 SC. REG. 16521 AL ' REG.20581 TN.PEG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL. REG. 54781 GA " REG.31882 SC. REG. 25591 AL ' REG.28A69 TN_ REG- 11 1382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL. REG. 54085 GA. REG ' 025636 SC.REG.19743 AL� REG. 23065 TN-REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59A22 GA. REG ' 31 �492 SC. REG. 25290 AL REG. 28079 Q COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION - THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC, THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF My KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX PLOT DATE: REVISION DATA: - # 1 245 (REPL. #0390) ZEPHYR COMMONS PRETrY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORI DA 54,A DRAWING TITLE: - I Version 07.2 5 ON - I 0 a Welding Code --Sheet Steel". 1.3.3.1 Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. 1.4. Delivery, Storage, and Handling 1.4.1 Deliver, store, and handle joists as recommended in SJI's "Specifications". 1.4.2 Protect joists frorn corrosion, deformation, and other damage during delivery, storage and handling. 2. Products 2.1. Materials 2.1.1 Steel: Comply with requirements of SJI's "Specifications" for chord and web section material. 2.1.2 Carbon -Steel Bolts and Threaded Fasteners: ASTM A 307, Grade A (ASTM F568, Property Class 4.6), carbonsteel, hex -headed bolts and threaded fasteners; carbon -steel nuts; and flat, unhardened steel washers. 2.1.2.1 Finish: Plain, uncoated 2.1.3 High -Strength Bolts and Nuts: ASTM A 325, Type 1, heavy hex steel structural bolts, heavy hex carbon -steel nuts, and hardened carbon -steel washers. 2.1.3.1 Finish: Plain, uncoated 2.1.4 Welding Electrodes: Comply with AWS standards. 2. 1. 5 Primer: Manufacturer's standard shop primer unless otherwise indicated. 2.2. Steel Joists 2.2.1 Manufacturer joists according to SJI's "Specifications", with steel angle top and bottom chord members, ofjoist brpes, end arrangements, and top chord arrangements indicated. 2.2.2 Comply with AWS requirements and procedures for quality welds, and methods used in correcting welding work. � 2.2.3 Extend top chord ofjoists with SJI Type S top chord extensions where indicat4 complying with SJI's "Specifications" and load tables. 2.2.4 Extend bearing ends ofjoists with SJI Type R extended ends where indicated, complying with SJI's "Specifications" and load tables. 2.2.5 Camber K-Series steel joists according to SJI's "Specifications". 2.2.6 Equip bearing ends ofjoists with manufacture's standard beveled ends or sloped shoes when joist slope exceeds 1/4 inch in 12 inches (1:48). 2.3. Joist Accessories 1 2.3.1 Bridging: Provide bridging anchors and number of rows of horizontal or diagonal bridging of material, size, and type required by SJI's "specifications" for type ofjoist, chord size, spacing, and span. 2.3.2 Steel Bearing Plates with integral anchorages are specified in the Structural Section of the Publix Construction Documents. 2.3.3 Supply miscellaneous accessories, including splice plates and bolts required by the joist manufacturer to complete the joist installation. 2.4. Shop Painting 2.4.1 Apply one shop coat of primer to joist and joist accessories to be primed to provide a continuous, dry paint film thickness of not less than I mil (0.025mm). 3. Execution 3. 1. Inspection 3.1.1 Examine supporting substrates, embedded bearing plates, and abutting structural framing, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance ofjoists. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2. Installation 3.2.1 Do not install joists until supporting construction is in place and secured 3.2.2 Comply with OSHA requirements for steel joist erection. " 3.2.3 Install joists and accessories plumb, square, and true to line; securely fasten to supporting construction according tom SJI's "Specifications", joist manufacturer's recommendations, the requirements of this Section, and the Structural Section of Publix Construction Documents". 3.2.3.1 Space, adjust, and align joists accurately in location before permanently fastening- ll dging, connections, and anchors to ensure joists are stabilized during construction. 3.2.4 Field weld joists to supporting steel framework and steel bearing plates. Coordinate welding sequence and procedure with placing ofjoists. 3.2.4.1 Comply with AWS requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. 3.2.5 Boltjoists, where indicated, to supporting steel framework using carbon -steel bolts, unless otherwise indicated. . 3.2.6 Install and connect bridging concurrently with joist erection, before construction loads are applied. Anchor ends of bridging lines at top and bottom chords where terminating at walls or beams. 3.3. Field Quality Control 3.3.1 No field cutting or fabrication will be permitted without written approval of Publix' structural engineer. 3.3.2 Testing Agency: A qualified independent testing agency employed and paid by contractor shall perform field quality control testing. 3.3.3 Testing agency will report test results promptly and in writing to Owner and Engineer. 3.3.4 Testing and verification procedures will be required of high strength bolted connections and fields. 3.3.5 Bolted connections will be visually inspected. 3.3.6 High -strength, field -bolted connections will be tested and verified according to procedures in RCSC's "Specifications for Structural Joints Using ASTM A 325 or ASTM A 490 Bolts". will be subject to inspection requirements of Section 05120 "Structural Steel". 3.4, Repairs and Protection 3.4.1 Correct deficiencies in work that inspection and test reports have indicated are not in compliance with specified requirements provided that the correction method does not conflict with other provisions of these specifications. 3.4.2 Additional testing will be performed to determine compliance of corrected work with specified requirements. End of Section 05 21 00 Section 05 30 00 Metal Decking 1. General I 1. 1. Scope of Work: 1.1.1 Steel deck and related accessories for the Publix box shall be engineered and fabricated by Nacor/Vulcraft and will be provided by Publix. Decking provided does not include retail or facade structures, except when facade drawings are on Publix title block. 1 1.1.2 General Contractor and Steel Fabricator to coordinate with Vulcraft shop drawings which will be available from Vulcraft after the store has been awarded. 1.1.3 General Contractor will be responsible for coordinating the deck delivery date with Valcraft (contact: see below). General Contractor is also responsible for unloading delivery and covering materials at the job site. The General Contractor is responsible for all materials after delivery to the job site. Robert Wesley National Account Manager . Nucor-Vulcraft Group 1000 Hurricane Shoals Rd., Bldg. A, Suite 150 Lawrenceville, GA 30043 Phone: 770.338.0970 . FAX: 770.338.9757 email: rwesley@vulcraft-al.com 1.1.4 The deck shall not sit on the site for more than 10 days before being erected. 1.2. Submittals: 1.2.1 Conform to requirements of Section 01 33 00 Submittal Procedures. 1.2.2 Product Data: For each type of decking, accessory and mechanical fasteners (if used), submit manufacturer's specifications and other data needed to demonstrate compliance with the specified requirements. 1.2.3 Shop Drawings: Submit detailed drawings showing layout and types of deck panels, anchorage details, and conditions requiring closure panels, supplementary framing, sump pans, cant strips, cut openings, special jointing or other accessories. 1.2.4 Installation Instmctions: Submit manufacturer's recommended installation procedures which, when approved by the Engineer, shall become the basis for accepting or rejecting actual installation procedures used on the work. 1.2.5 When the materials ofthis section are used as part of an assembly indicated on the drawings in which fire -resistive construction ratings are required, submit evidence of approval by Underwriters' Laboratories, Inc. and the local Authority having jurisdiction. 1.2.6 Insurance Certification: Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance. 1.3. Quality Assurance: 1.3.1 Codes and Standards: Comply with provisions of the following codes and standards, except as otherwise shown or specified: 1.3.1.1 AISC "Specification for the Design of Light Gage Cold -Formed Steel Structural Members". 1.3.1.2 AWS "Structural Welding Code- Steel", and "Structural Welding Code-Sheetsteel". 1.3.1.3 SDI "Design Manual for Floor Decks and Roof Decks". . 1.3.2 Qualifications of Field Welding: Qualify welding processes and welding operators in accordance with AWS "Standard Qualification Procedure'. Also follow requirement of Division 5 Section 3.6 "Welding" of this specification. 1.3.2.1 Welded decking in place is subject to inspection and testing. Expense of removing and replacing portions of decking for testing purposes will be borne by Owner if welds are found to be unsatisfactory. Remove work found to be defective and replace with new acceptable wo& 1.3.3 FM Listing: Provide metal roof deck units which have been evaluated by factory mutual system and are listed in "Factory Mutual Approval Guide" for "Class I" fire rated construction. 1.4. Manufacturer: 1.4.1 All roof decking shall be the product of a single manufacturer; all floor decking shall be the product of a single manufacturer. 1.4.2 Manufacturer shall be a member of the Steel Deck Institute. 2. Products: 2. 1. Roof Deck (and rooftop equipment room floor decking) 2.1.1 Provide minimum 22 gauge SDI Type "B" deck (I 1/2 in.), capable of supporting uniformly distributed live and dead load of 50 psf over 6'-O" clear span, with deflection limited to 1/240 of the span. See design documents for minimum gauge requirements. 2.1.2 Provide galvanized, bottom prime -painted deck. prior to painting, the galvanized steel shall be chemically cleaned and pre-treated in accordance with prime -paint manufacturer's recommendations. Prime paint shall be water- borne, rust inhibitive, recommended by manufitcturer for use over galvanized steel, compatible with specified field applied finish coats, color: gray. 2.1.2.1 Primer: Manufacturer's standard primer, unless noted otherwise. 2,1.2-2 Steel shall conform to ASIM A653, Structural Quality, G-60. 2.1.2.3 For Dade and Broward County, FL: zinc coating shall be G-90, vented. 2.2. Floor Deck 2.2.1 Provide minimum 28 gauge SDI type "C" deck (9/16 inch). See design documents for additional design requirements. . STM A653, Structural Quality, G-60. Deck shall have overlapped side joints and span at least 3 supports. 3. Execution 3. 1. Inspection 3.1.1 Installer shall examine areas and conditions under which metal decldng is to be installed and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Installer. 3.2. Installation 1 3.2.1 General: Install deck units and accessories in accordance with Manufacturer's recommendations, current specifications and commentary of SDL and final Shop Drawings, and as specified herein. 3.2,1.1 Place deck units on supporting steel framework and adjust to final . position with ends accurately aligned and beating on supporting members before permanently fastened. Do not stretch or contract side lap interlocks. 3.2.1.2 Place deck units flat and square, secured to adjacent framing without warp or deflecfion. 3.2.1.3 Provide additional reinforcement and closure pieces at openings as required for strength, continuity of decking, and support of other work. 3.2.1.4 Cutting and fitting: Cut and neatly fit deckunits and accessories around other work projecting through or adjacent to the decking, as . shown. 3.2.1.5 Fill flutes of roof deck in Dade and Broward County per Section 3300,3.6.8. 3.3. Fastening Roof Deck Panels: 3.3.1 Fasten roof deck panels to steel supporting members by are spot (puddle) welds of not less than 518" diameter. Use welding washers where recommended by deck manufacturer. 3.3.1.1 Weld Spacing: Space and locate welds as indicated in the Structural section of the Publix Construction Documents. 3.3.1.2 Side Lap and Perimeter Edge Fastening: Fasten side laps and perimeter edges � of panels between supports, at intervals indicated in the Structural section of the Publix Construction Documents. Mechanically fasten with self -drilling No. I 0 diameter or larger carbon steel screws, unless otherwise indicated in the Publix Construction Documents. 3.3.1.3 End Bearing: Install deck ends over supporting framing with a minimum end bearing of 1-1/2 inches, -with end joints lapped 2 inches minimum� or as per SDI. 3.3.2 Comply with AWS requirements and procedure welding, appearance and quality of welds, and methods used in correcting welding work. 3.3.3 Mechanical fasteners may be used in heu of welding to fasten deck. Install according to deck manufacturer's instructions. Submit fastener data for approval. If approved, Engineer will determine fastener spacing. 3.3.4 Miscellaneous Roof Deck Accessories: Install ridge and valley plates, finish strips, cover plates, endelosures, and reinforcing channels according to manufacturer's recommendations. Weld to substrate to provide a complete deck installation. 3.4. Mechanical Fastening Roof Deck Panels (Alternate to Welding) 3.4.1 Powder driven and Pneumatic Fasteners: Fasteners shall have knurled shank; minimum 1/2" diameter steel washer, electroplated zinc conforming to ASTM B633, Sc. 1, Type 11; meet SDI design requirements; FM approval. 3.4.1.1 Acceptable Fasteners for Bar Joists (1/8" minimum thickness to 3/8" maximum thickness) include Hilti ENP2K-20­Ll5, X-EDN19-THQ12 HSN orX-EDNK22THQI2HSN 3.4.1.2 Acceptable Fastener for Structural Steel (1/4" thickness and greater) is Hilti ENPH2-21-L15 3.4.2 Use of Powder actuated Tools shall only be by a qualified operator, trained and licensed by the tool manufacturer in accordance with the manufacturer's and OSHA requirements. 3.4.3 Install fasteners to steel members as indicated below: 3.4.3.1 For ENPH2-21-LI5 fasteners to secure roof deck to structural steel members . using I-Tilti PowderArh-ft-J tools DX-750 or DXA70R- ' 3.4.3,2 For ENP2K-20-LIS fasteners to secure roof deck to barjoists using Hilti Powder Actuated tools DX-750 3.4.3.3 For X-IEDN19-THQ12 HSN or X-EDNK22 TTIQ12 HSN fasteners to seem roof deck to bar joists using Hilti Pneumatic Tool R4XI2 or the Hilti Powder Actuated tools DX-36M or DX-A41SM. 3.4.3.4 The nailhead stand off shall be according to the manufacturer's recommendations and verified with an inspection gauge. The power level . shall be determined by j obsite testing. 3.43.5 Installation of fasteners shall be in accordance to design requirements and installed by an operator trained and licensed by the manufacturer. 14,16 Powder Actuated Tools shall be low velocity, piston principle, adjustable. 3.5. Field Quality Control 3.5.1 Testing Agency 3.5.2 A qualified independent testing agency employed and paid by the contractor will perform field quality -control testing. 3.5.3 Field welds will be subject to inspection requirements of Section 05120, "Structural Steel". 3.5.4 Deck Attachment pattern will be subject to inspection. 3.5.5 Testing agency will report test results promptly arid in writing to Owner and Engineer. 3.5.6 Remove and replace work that does not comply with specified requirements. 3.5.7 Additional testing, at Contractor's expense, will be performed to determine compliance with specified requirements. 3.6. Repairs and Protection tin an paint scarred areas, welds, and rust spots on both surfaces of installed deck panels. . in without damage or deterioration at time of Substantial Completion. End of Section 05 30 00 Section 06 00 00 Woods, Plastics and Composites 1. General 1.1. Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.2. Scope of Work: See drawings including plans, room schedules and details for materials, attachment methods, etc. Frame for all concrete beams, slabs, etc. Provide all wood funing, blocking, and trim required. 2. Products 2.1. General: 2.1.1 Bloddrig: Provide all wood blocking and backing as required for the proper installation of plumbing and fixtures, cabinets, miscellaneous accessories, etc. Block between studs at joints butting two pieces of plywood or other material. . 2.1.2 Interior partitions: Steel studs. See Section 09 29 00 Gypsum Board. 2.2. Wood species, grading: 2.2.1 Wood for th al breaks in slabs: #2 Southern Pine, KD19, moisture resistant pressure treated as described below. 2,2.2 Interior Exposed Wood Trim: C-Select grade SPF-S. Base shall be I x 4 (nom.) with 45 degree sanitary out top. . 2.2.3 Other lumber: Where appearance is not a factor, Construction Grade SPF-S, KD19. 2.3. Plywood: Except as otherwise specified or provided, shall conform to requirements ofAmerican Plywood Association, Exterior Grades Group 1, Fir AC. Sheathing Grade Plywood shall be Fir or Pine, 4 ply, Exterior Glue. 2.4. Pressure Treated Wood: 1 2.4.1 Wood in contact with concrete or masonry, in the roofing system, as blocking for storefront openings or at other locations where necessary shall be pressure treate& 2.4.2 Provide wood pressure treated for above -ground use per AV*TPA Standards P5 and C2 or C9, Chromated Copper Arsenate type C C'Wolmanized", Osmose "CCA-C-, Hoover "CCX', etc.), 0.25 pcf 2.4.3 Salts retention: 14.3.1 Wood for thermal breaks in slabs: 0.60 lb/cuft minimimi, AWPA C22. . 2.4.3.2 All other locations: 0.40 lb/cuft minimum, AWPA C2. 2.5. Fire Retardant Wood Treatment: 2.5.1 All wood and plywood in concealed locations shall be fire retardant treated. 2.5.2 Press -are treat wood with fire retardant material which has been tested and proven to meet AWPA Standards C20 and C27 for Type A use. 2.5.3 Treated product shall be low hygroscopic, and shall bear the UL stamp. 2.5.4 Kiln dry to moisture of 19% or less for lumber and 15% or less for plywood. 2.5.5 Interior exposed plywood: Treated and labeled to meet ASTM E84 Standards I for Class C interior finish, kiln dried after treatment. 2.5.6 Use galvanized fasteners for fire retardant treated wood. 2.5.7 Approved treatment: Chemical Specialties, Inc. - "D-Blaze" Hickson Corporation - Dri-Con" Hoover Treated Wood Products, Inc. - "Pyro-Guard" 2.6. Wood Cased Openings: Frame with nominal 2 x 4 frame, species, grade as above. Wrap with stainless steel. I - 2.7. Acrylic/Polyester Resin solid surfacing materiat: 2.7.1 Provide material and manufacturer's standard seamless joint kit Color: Manufacturer's standard color to match Corian "Dusk." 2.7.2 Acceptable products: Dupont "Corian" International Paper, Nevamar Division"Fountainhead" Ralph Wilson Plastics Co. "Gibraltar" Formica Corporation "Surell" 2.7.3 Rcstroom. lavatories: Dupont "Corian" - Model 8 1.0 Bowl with Integrated Sinktop, "Arctic WhiWl 1 2.8. Acrovyn Wall Protection � 2.8.1 Furnish and install Acrovyn Comer Guard Systems in models, sizes and quantities as detailed on the drawings, and as manufactured by and per the National Purchasing Agreement between Grand Entrance a member of C/S Group of Companies, Gaithersburg Md. and Publix Supermarkets Inc. Contact Sandra Gergely of Grand Entrance at (988-424-6287), 2.8.2 "0.40" High Impact Sheeting. 2.8.2.1 Acrovyn high impact sheeting shall be 0.40" thick rigid vinyllacrylic. 2.8.2.2 Provide in sheets 3'x 10' or 3' x 8' with "pebblette" texture. 2.8.2.3 Patterns and colors are listed on drawings. 2.8.3 SCR-50 Crash Rail I 1 2.8.3.1 Acrovyn surface mounted SCR-50 crash rail consiteing of continuous aluminum retainer mcluding an integral shock absorbirig cushion with a snap on Acrovyn cover. 2.8.3.2 Acrovyn material shall be high impact acrlyic/vinyl with "pebblettell texture finish. 1 2.8.3.3 Acrovyn cover to flex upon impact for shock absorption. 2.8.3.4 Crash rail to be 5" high with 1-1/16" nominal depth. I hardware. 2.8.3.6 Color and pattern to be listed on drawings. 2.8.3.7 Follow all manufacturer's instructions regarding the installation of Acrovyn Protective Sheets and Crash Rails. 2.9. Stainless Steel: � covers for head andjamb of doors and eased openings as scheduled and detailed, and wall finish at all grease hoods, as indicated and a minimum of floor-to-ceifing, behind and 18 in- on either side of hoods. , 2.9.2 Stainless Steel: 18 gauge, type 304 with number three polish. 2.10. Cooler Armor: Where indicated, provide cooler armor formed as shown from 14 gauge (minimum) steel sheet forming steel Type B, ASTM A653, coating designation G90 (normal spangle), not chemically treat4 oiled. 2.11. Fiberglass Reinforced Polyester Panels: As scheduled and as indicated on drawings. 2.1 1.1 Panels 3/32" thick, 48" wide, extending fall. room height (no horizontaljoints will be accepted) or, where indicated on drawings, use 48 in. coil for installation as a wainscot. 2.11.2 Provide materials bearing U.L. label indicating compliance with ASTM E84 Standards for Class A Interior Finish. 2.11.3 Provide junction molding for all inside and outside comers as required. Layout installation so a minimum of 16" panel width is maintain A . CU. 2,11.4 Acceptable Product: Lasco Marlite Kemhte Glasbord 2.11.5 Adhesive: Use a non-shritildrig, waterproofmastic adhesive. 2.11.51 Acceptable Products: Titebond, "Solvent -Based FRP Adhesive" TACC,'7216 Panel Adhesive' Chem Link, "DuraTe)C' I 3M, "Scotch -Grip Construction Mastic 4323" 2.12. Rough Hardware: Nails, case hardened nails, spikes, screws, bolts, and similar items shall be of sizes and types to rigidly secure members in place. Use galvanized nails throughout the job, except in formwork that will be removed. 3. Execution 3.1. General: 3.1.1 Carefully layout, cut, fit and securely erect all framing and all other items of carpentry. Adequate and substantial furring, bloddrig, grounds, and supports properly anchored, shall be provided for all paneling, trim etc. 3.1.2 At all plywood edges, there shall be either a vertical stud or horizontal backing to nail into. 3.2. Anchorage: All wood framing members in contact with steel, concrete or masonry shall be securely anchored at not over 48" intervals or as shown on the drawings. Provide anchors, bolts, and other items necessary for attaching miscellaneous equipment, all to be installed as the work progresses, 3.3. Grounds and nailing strips: Furnish and set dressed wood grounds for all trim. Check for perfect alignment with long straight edge. 3.4. All walls shall be finished before any ceiling work is done, Walls shall be installed as soon as the cooler and freezer are installed, 3.5. Fiberglass -Reinforced Polyester Panels: Install panels vertically with "T" mold between sheets and inside and outside comers as required. Install adhesive by either trowel or caulk gun. 3.6. Stainless Steel: � . 3.6.1 Sheet: Install with approved non -water -based contact cement. Cutting of all holes in steel covered panels for electrical and plumbing outlets shall be by appropriate trades, neatly and accurately to produce high quality appearance. . 3.6,2 Cladding for eased openings, impact door frames, etc.: Install with appropriately sized compatible stainless steel screws using torque limiting screwdriver. Do not over -tighten. 3.7. Cooler Armor Apply shop formed galvanized sheet steel armor where indicated on the Drawings, using sex bolts as shown, spaced I%0" o.c., top and bottom. Apply sealant top and bottom. 3.9. Solid Surfacing Material: Work material to produce lines and forms as shown. Where horizontal surfaces abut, weld sheets to form seamless joints, invisible as defined by manufacturer of sheet material, impervious to penetration and stains. 3.9. Protection: Paneling, woodwork, trim doors, hardware, etc,, shall be protected after delivery to job and after installation. End of Section 06 00 00 Section 07 21 00 Thermal Insulation 1. General I.I. This Section includes the following: Concealed building insulation (refrigerated case walls) Underslab insulation (freezers) 1.2. Related Sections include the following: 1.2.1 Section 04 20 00 Unit Masonry for insulation installed as part of unit masonry construction. 1.2.2 Section 07 51 00 Built -Up Bituminous Roofing for insulation installed as part of roofing construction. 1.3. Submittals: 1.3.1 Submit L01 in accordance with Section 01 33 00 Submittal Procedures. . 1.3.2 No product submittals are needed. 1.4. Quality Assurance 1.4.1 Source Limitations: Obtain each type of building insulation through one source from a single manufacturer. 1.5. Delivery, Storage and Handling: 1.5.1 Protect insulation materials from physical damage and from deterioration by moisture, soiling and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing and protecting during installation. I 1 1.5.2 Protect plastic insulation as follows: 1.5.2.1 . Do not expose to sunlight, except to extent necessary for period of installation and concealment. 1 all times. Do not deliver plastic insulating materials to Project site before installation time. 1.5,23 Complete installation and concealment as rapidly as possible in each area of construction. 2. Products - 2.1. Extruded -Polystyrene Board Insulation: 2.1.1 Refrigerated Case Wall Insulation: . � "STYROFOAM Z-MATE", Dow Chemical Company "Foamular 250", Owens Coming I "InsulPink Z", Owens Corning "GreenGuard Scoreboard Insulation Board", Pactiv 2.1.1.1 Freezer Sub -Slabs: "STYROFOAM FREEZERMATE", Dow Chemical Company "GreenGuard CM Insulation Board". Pactiv 'Toamular 250", Owens Coming 2.1.2 Size Requirements: 2.1.2.1 Sub -slab insulation will be 2" thick and 24" wide by 96" long. 2.1.2.2 Refrigerated case wall insulation shall be 1 1/2" thick. � 3. Execution 1.1. Preparation: 3.1.1 Examine all substrates, with Installer present, for condition compliance prior to installation. Correct all unsatisfactory conditions before proceeding. 3.2. Installation: � 3.2.1 Comply with insulation manufacturer's written instructions applicable to products and application indicated. 3.2.2 Install insulation that is undamaged, dry and unsoiled and that has not been left exposed at any time to ice, rain and snow. I 3.2.3 Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections and fill voids with insulation. Remove projections that interfere with placement. 3.2.4 Add single layer of insulation units to produce thickriess indicated unless multiple layers are otherwise shown or required to make up total thickriess. 3.2.5 On horizontal surfaces, loosely lay insulation units according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units. 1 3.2.6 Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. End of Section 07 21 00 Section 07 51 00 Bituminous Built -Up Roofing 1. General 1. 1. This Section includes the following: Built -Up Roofing Roofing Insulation . ti 1.2.1 Section 07 60 00 Flashing and Sheet Metal. 1.2.2 Section 07 72 33 Roof Hatches. pti . 1.3.1 Wind Resistance: 1.3.1.1 Comply with the requirements of the Authority Having Jurisdiction. 1.3.1.2 Publix's Minimum Requirement: Factory Mutual "Class 1-90" wind resistance. 1.3.1.3 Comply with all of the requirements for a Factory Mutual approved installation, including but not limited to all Loss Prevention data sheets for roofing and/or the wind uplift pressures as calculated per ASCE 7-98 which ever is the more stringent. 1.3.2 Fire Performance: Mi r s "Class C". 1.3.2.2 For stores located in a Fire District provide Underwriters Laboratori "Class A". 13.3 Materials used shall be listed in the latest edition of the Factory Mutual Approval Guide. Categories are: Membrane Materials Insulation Insulation Fasteners Stress Plates Steel Deck Other materials where applicable 1.4. Submittals: 1.4.1 Submit LOI in accordance with Section 0 1 33 00 Submittal Procedures. This to indicate Installer's understanding of the specified roofing systems, and the qualifications required of the Roofer. 1.4.2 Materials on Site: Provide do requirements, including certificates and delivery logs for bulk materials, and record on field testing for softening point, flash point, evt, and other quality control testing as required. 1.5. Quality Assurance 1. 5. 1 Installer (Roofer): 1.5.1.1 A single Installer (Roofer) shall perform the work of this Section, th extent of which is described above. Roofer shall be a Firm specializing in Built -Up Roofing System work for at least 5 years, at be capable of showing Successful installations smular to the work required for this project. . ll Installer qualified to perform work eligible for the Manufacturer's Fifteen Year No Dollar Limit Warranty. ll ll of the Roofing Contractors approved by th Publix roofing steering team at the time of bidding. Contact the regional Publix construction manager for the current approved list. r type of Roofing Sheet (Felt), Bitumen, Insulation, and Vapor Flow Retarder (if any) produced or privately labeled by the same single Manufacturer. eco acceptable to Manufacturer ol primary products. 1.5.2 Inspections: psors will visit the Site periodically 1.5.2.2 Notify ASR Associates ten days before anticipated roof start. shall make a minimum of three inspections per job ASR's representative has full authority to stop roofing work if conditions are not in conformance with manufacturer's requirements 1. 5.3 Warranty: 1.5.3.1 All work shall be accomplished in a manner to be eligible for Manufacturer's Fifteen Year No -Dollar -Limit Warranty coverage. ollar Limit Warranty is no usually required, it may be for some projects. The owner/developer must express their intent to obtain the roof warranty prior to the pre - roofing conference. 1.6. Product Handling L6.1 General: Handle and store roofing system products in a manner which win ensure no possibility of significant moisture pick-up. Store in a dry, well ventilated, water- proof place. Do not leave unprotected materials on roof overnight. Store rolls of felt and other sheet goods on end. 1.6.2 When materials are stored outside, they shall be placed on platforms that are raised offthe ground or roof deck, and they shall be covered with waterproof coverings. Coverings that are "breathable" (such as canvas) are preferred. 1.6.3 Roofing materials shall be delivered to the Job Site just prior to roof installation when possible or stored in closed vans. 1.6.4 Roofing bitumen may be stored unprotected on the ground. However, moistur and dirt shall be removed from roofing bitumen before heating. 1.6.5 Roof Loading: Do not store materials on roof decks, nor position roofing installation equipment on roof decks, in concentrations exceeding design live loading. 1.7. Job Conditions: 1 1.7.1 Pre -Roofing Conference: m kin on of Roofing System, meet at Project Site with Installer (Roofer), installers of substrate construction (decks)and other work adjoining roof system including penetrating work and roof -top units and representatives of . other trades directly concerned with performance of roofing system, including Publix Representative. 1.7.1.2 Review requirements (Contract Documents), Submittals, status of coordinating work, availability ofmaterials and installation facilities, ll for inspections and testing or certifications, proposed installation procedures. record discussion including agreement or disagreement on matters of significance. 1 1.7.1.3 Discuss roofing system protection requirements for construction period extending beyond roofing installation. 1.7.1.4 Furnish minutes of meeting to each participant. 1.7.2 Weather Conditions: Proceed with roofing system installation only when existing and forecasted weather conditions are favorable and will allow work proceed in accordance with requirements and recommendations of manufacturers of primary roofing system materials. I.S. Testing By Publix Representative 1.8.1 After Substantial Completion, the Publix Consultant will conduct testing to determine watertightness of all roofing assemblies. If, in the opinion of the Consultant, the moisture content of an assembly is too high, the Contractor shall remove and replace all affected materials, and take all steps necessary to make the assembly watertight. 1.8.2 Test when ambient humidity is less than 90%. Assembly shall contain less tha 8% moisture by weight. 2. Products 2.1. Roof Insulation: Roof insulation shall be, 2.5" Energy Guard polyisocyanurate roof insulation. 2.2. Roof insulation fasteners shall be Drill-Tec #14 pre -assembled fasteners with 3" mete Stress plates. Length must be sufficient to penetrate top flute of metal deck by 3/4". 2.3. Built -Up Roof Membrane materials 2.3.1 Roof membrane (over steel deck): The following are the approved roofing membranes - Eliminator, 3 Ply, Type IV (ASTM D-2178) felts, white/light gray mineral -surfaced Polyester reinforced SBS modified bitumen Cap Sheet fally mopped with steep asphalt. GAF/U.S. Intee Spec #PRF - PP5TP - RI or, for locations requiring fire rated cap sheet, #190 FR - PP5TP - RI. 2.3.2 There are no exceptions or substitutions for approved membrane or specifications. . 2.3.3 Bitumen: Steep asphalt complying with ASTM D-312-78, Type IV. 2.3.4 Base Flashing Adhesive: Matrix 201. � 2.3.5 Ban Flashing (Granular -Surfaced Modified Bitumen): Specified Cap Sheet 2.3.6 Asphaltic Concrete Primer: Comply with ASTM D-41-78 2.3.7 Preformed Edge Strips: Rigid asphalt impregnated organic fiber insulation or molded perlite insulation, molded to form 3 1/2" x 3 1/2" x 45 cant strips and tapered edge strips as shown to receive roofing ply -sheet courses and lift edge above main roofing surface. 2.3.8 Lead Flashing: 2 1/2 1b. to 4 lb. sheet of common pig lead. . � ealant, ASTM C920, Type S, Grade NS, Class 25, Use A: Bostik "Chem-CaW'900 Pecora -Dynatrol I" Sonneborn NP- I Chemlink "Novalink" 3. Execution . 3.1. InspectionofSubstirate: 3.1.1 Examine substrate surfaces to receive built-up roofing system and associated work and conditions under which roofing will be installed- Do not proceed with roofing until unsatisfactory conditions have been corrected in a manner acceptable to Roofer. 3.1.2 Verify that flatness and fastening of metal roof decks comply with the following: fastening patterns indicated in the Contract Documents. S 3.1.2.2 Top Flanges: No concavity or convexity in excess of 1/16" across any 3 adjacent flanges. 3.1.2.3 Side Laps: Properly nested and mechanically fastened- 3.1.2.4 End Laps: Minimum 2" laps located over and fastened to supports. 3.2. General Installation Requirements: 3.2.1 Sequencing of work: 3.2.1.1 Coordinate the installation of all bloddrig and grounds required for installation of roofing system. Insure that proper thickness of solid I material is in place for use. 3.2.1.2 Where wall finishes are to be installed after the installation of roofing or sheet metal materials, insure that proper measures are taken to provide solid support at all edges. (Example: When plaster or EIFS is finish is to be applied after installation of coping cap.) 3.2.1.3 Install insulation layers when steel deck installation has progressed to a pointwhich will allow uninterrupted roofing operations. cut-offs as necessary. Provide temporary details at curbs ' in -place penetrations, parapets, roof edges, and other locations where water intrusion may be expected. 3.2.1.5 Install all sheet metal edge trim, flashings, copings, etc. before installation of cap sheet. Strip in immediately. assembly as necessary as soon . after installation of sheet metal work as possible. Clean thoroughly. Notify manufacturer for pre -cap sheet inspection. d 3.2.1.7 Install cap sheet over repaired ply -sheet assembly as soon as possible. Use torches or other means of assuring totally dry surface at time of application. 3.2.1.8 Maximum elapsed time of bare ply -sheet assembly exposure allowed is 30 days. Where it is anticipated that cap -sheet installation will be delayed more than 30 days, apply glaze coat. e 3.2.1.9 All modified bitumen flashing shall be terminated with its associated two piece counter flashing immediately after installation. 3.2.2 Cooperate with inspection and test agencies engaged or required to perform services in connection with built-up roofing system installation. . 3,23 Protect other work from spillage of built-up roofing materials, and prevent liquid materials from entering or clogging drains and conductors. Replace/ restore other work damaged by installation of built-up roofing system work. 3.2.4 Insurance/Code Compliance: . 3.2.4.1 Install built�up roofing system for (and test where required to show) compliance with governing regulations and with the requirements of Part I of this Section. . l tr I required to conform to insurance requirements of wind -load zone where project is located. 3.2.4.3 Secure curbs and other owner supplied items which penetrate the roof membrane to the structure to resist forces required of the rest of the system. 3.2.5 Coordinate the installation of insulation, roofing sheets, flashings, stripping, coatings and surfacing, so that insulation and felts are not exposed to precipitation nor exposed overnight. 3.2.6 Provide cut-offs at end of each day's work, to cover exposed felts and insulation with a course of coated felt with joints and edges sealed with roofing cement. Remove cut-offs immediately before resuming work. 3.2.7 Asphalt Bitumen Heating: Heat and apply bitumen in accordance with Equiviscous Temperature Method C'EVT Metho&') as recommended by NRCA. Do not raise temperature above ininitnum normal fluid -holding temperature necessary to attain EVT (+25 f or + 14 c, at point of application) more than one hour prior to time of application. Discard bitumen which has been held at temperature exceeding Finished Blowing Temperature (FBT) for a period exceeding 3 hours. Determine flash point, finished blowing temperature and EVT of bitumen, either by information from bitumen producer or by suitable tests, and determine maximum fire -safe handling temperature and do not exceed that temperature in heating bitumen; but in no case heat bitumen to a temperature higher than 25 f (14 c) below flash point. 3.2.8 Bitumen Mopping Weights: For interply mopping, and for other moppings except as otherwise indicated, apply bitumen at an average rate of not less than 20 lbs. (+25% on a total job average basis) per roof square. 3,2.9 Glaze Coat (When required for delayed cap -sheet installation longer than 14 days): Over ply�sheet assembly, apply glaze coat at a rate of 10-12 lbs. per � roof square. 3.2. 10 Substrate Joint Penetrations: Do not allow bitumen to penetrate substrate joints and enter building or damage insulation. 3.2.11 At end of each days roofing installation, protect exposed edge of incomplete work, including ply sheets and insulation. 3.3. Insulation Installation: 3.3,1 General: Comply with insulation manufacturers' instructions and recommendations for the handling, installation, and bonding to substrate of insulation. � 3.3.2 Do not apply hot materials to, or rest hot containers on insulation at temperatures above those recommended by insulation manufacturers. 3.33 Cut to fit tightly and neatly around all obstructions and roof penetrations. 3.3.4 Lay no more insulation in one day than can be covered with roofing that same day- 0 3.3,5 Use tapered insulation to provide crickets on the up -roof side of all curbs over 2'-O" wide. 1 3.3.6 FM 1-90 Assemblies: The foam insulation panels shall be mechanically attached to metal deck through the gypsum board( if present), with Factory Mutual and U.L. approved fasteners, with its joints staggered. Subsequent layer(s), if required, shall be fully set, with their joints staggered, in hot asphalt at a nominal rate oftio less than 30 lbs. per 100 sq ft. unless governing codes or regulations require total mechanical attachment. Attachment shall be in accordance with U.L., FM., and manufacturers recommendations. 3.3,7 FM I- 120 and higher Assemblies: The foam insulation panels and the subsequent layer(s) shall be mechanically attached to metal deck, through the gypsum board (if present), with specified fasteners. Apply all layers with joints staggeredover layer below. Attachment shall be in accordance with U.L., FM., and manufacturers recommendations. 3.4, Roof Membrane Installation: 3.4.1 Shingling of Plies: Except asotherwise indicated, install membrane with ply sheets shingled uniformly to achieve required number of plies of membrane throughout. Shingle in proper direction to shed water on each area of roofing. - 3.4.2 Broom in each ply as directed by manufacturer. Use broom approved by manufacturer. 3.4.3 Cant Strips/Tapered Edge Strips: Except as otherwise shown, install preformed 45 dog. insulation cant strips atjunctures of BUR membrane with vertical surface. Provide preformed tapered edge strips at areas shown on drawings as needed to divert water. a 3.4.4 inter -Ply Sheets: Provide the number and type(s) of ply sheets (felts) indicated, lapped (shingled) amount as required to form a continuous, uniform membrane with bitumen moppings between sheets so that ply sheet does not touch ply sheet. Extend built-up roofing membrane to 2" (nominal) above top edge of cant strip and terminate. 1 3.4.5 All edge metal shall be installed before installation of Cap Sheet. Backwater laps are not allowed. 3.4.6 Install cap sheet in strict compliance with manufacturer's instructions. 3.4.6. 1 At head laps, cut tee joints 45 degrees. Round exposed comers. . 3.4.6.2 Provide additional layer of cap sheet at doors of mechanical equipment rooms and at roof hatches. S 3.4.7 Membrane Flashings: 3.4.7.1 Provide 2 ply base flashing at all angle changes consiting of I ply of ASTM D-2178 Type IV glass felt set in hot mopping of Type IV asphalt followed by I ply of SBS cap sheet (same material as roofing cap sheet) set in a continuous troweling of Matrix 201. Similar to U.S. Intec detail SBS5. Comers are to be flashed per details SBS I 1 and SBS 12 (formerly Flex3). 3.4.7.2 At horizontal metal flanges, i.e. Gravel Guard MB, electrical and mechanical metal flanges, metal is to be primed with a D-41 primer and set in a full. bed of Matrx 20 1. Metal flanges are to be flashed the some day they are installed with I ply of Intec/Flex Smooth, 6" wider than the flange being flashed� set in a continuous troweling of Matrix 201. 3.4.8 At all locations where "bleed -out" of asphalt is present apply mineral granules which match the granules of the cap sheet to achieve 100% hiding of the asphalt. Apply granules while asphalt is warm enough to allow solid irnbedment. 3.4.9 Allow for expansion of running metal flashing and edge trim which adjoins roofing. . 3.4. 10 Counter Flashings: Counter flashings, cap flashings, expansion joints and similar work shall be coordinated with built-up roofing work. 3.4.11 Seam : Rivet and solder alljoints in gutters. Otherjoints shall be formed for back splice plates as required. Seal with urethane sealant. 3.5. Protection of Roofing: 3.5.1 Upon completion ofroofing work (including associated work) Installer shall advise Contractor of recommended procedures for surveillance and protection ofroofing during remainder of construction period, 3.5.2 Installer shall repair or replace (as required) deteriorated or defective work found at time of Final Inspection. Installer shall be engaged by Contractor to repair damages to roofing which occurred subsequent to roofing installation and prior to Final Inspection. Repair or replace the roofing and associated work to a condition free of damage and deterioration at time of Substantial Completion. 3.6. Cleaning: 3.6.1 Remove bituminous markings from finished surfaces in areas where finished surfaces are soiled by bitumen or any other source of soiling caused by work of this Section. Consult Manufacturer for recommended cleaning methods and materials and conform to their advice. 3.6.2 Remove finished materials which cannot successfully be cleaned, and replace with new materials at no expense to owner. End of Section 07 51 00 Section 07 60 00 Flashing and Sheet Metal 1. General 1. 1. Scope: This Section includes all. Sheet Metal Work, e.g. overflow scuppers, gutter, downspouts, gravel stop, parapet coping cap and counter flashing. 1.2. Related Sections include the following: 1,2.1 Section 07 51 00 Bituminous Built -Up Roofing. . 1.2.2 Section 07 72 33 Roof Hatches. . 1.3. All penetration seals are part of the Work of this Section with the following exceptions: 1.3.1 All air conditioning and ventilation ducts, hood and duct covers is work of other Sections; flashing and penetration waterproofing is work of this Section. 1.3.2 All flashings for penetrations through roof membrane, insulation, flashing or other items making up the roof assembly are work of this Section. � 1.3.3 All curbs for HVAC equipment fans, vents, and fresh air intakes win be � furnished by Pubhx and installed by the contractor installing this equipment. 1.3.4 Install all lead flashing under this Section. Supply lead flashing under this Section or other Section as appropriate forjob conditions. Cooperate with all trades. 1.3.5 Equipment Houses located on the roof: All curbs and structural connections will be provided and set with the houses. Houses will be equipped with receivers for roofing work. Provide flashing and other measures to render the installations watertight. 1.4. Submittals: 1.4.1 Letter of Intent (LOI): Information for this Section will be submitted as part of the LOI for Section 07 51 00 Bituminous Built -Up Roofing. . 1.4.2 Shop drawings of flashing details will accompany the submittal package for Section 07 51 00 Bituminous Built -Up Roofing. 1.4.3 Materials on Site: Provide do ti requirements, including certificates and delivery logs for bulk materials, and record on field testing for softening point, flash point, evt, and other quality control testing as required. � 1.5. Quality Assurance 1.5.1 Installer (Roofer): 1.5.1.1 All Work of this Section shall be by the approved Installer of Section 07 51 00 Bituminous Built -Up Roofing. . eptable to Manufacturer of primary products. 1.6. Product Handling 1.6.1 When materials are stored outside, they shall be placed on platforms that are raised off the ground or roof deck and they shall be covered with waturproof coverings. Coverings that are "breathable" (such as canvas) are preferred. 1.6.2 Roofing materials shall be delivered to the Job Site just prior to roof installation when possible or stored in closed vans. 1.6.3 Roof Loading: Do not store materials on roof decks, nor position roofing iriLstallation equipment on roof decks, in concentrations exceeding design live loading. 2. Products 2.1. Sheet Metal 2. 1.1 In general, all sheet metal items shall be fabricated from stainless steel. Use prefinished sheet metal only where required to match other work (facade) in the Center. . 2.1.2 Stainless Steel 2.1.2.1 Fabricate from stainless steel sheet comforming to ASTM A666, Type 302 or 304; annealed, 1/16 hard, or 1/8 hard. 2.1.2.2 Use gauge indicated below or as permitted by SMACNA gauge recommendations. 2.1.2.3 Finish: No. 2B 'bright" cold rolled finish. 1 2.1.3 Sheet Metal Accessory Materials: 2.1.3.1 Where available, use pre -assembled, pre -flashed accessories for all roof penetrations, gravel stops, gutters, and support assemblies. 2.1.3.2 Acceptable manufacturer: . . M-Weld Division of GAF/U.S. Intec. 2.1.3.3 Accessories 2.1.3.3.1 Edge Metal: Gravelguard MB with preformed outside and inside comers. 2.1.3.3.2 VTR flashing, Antenna Support flashing: 6" adjustable M- Vent with stainless steel draw -band. 2.1.3.3.3 Flues: Manufacturer's UL compliant insulated double wall flue flashing. 2.1.3.3.4 Penetration Seals: Chemlink "Chemcurb" polyester with I part pourable sealer. 2.1.4 Aluminum Wall Panels: 2.1.4.1 Provide prefinished 9/16" thick.021ga. "Fabrib" Aluminum wall panel as manufactured by Fabral. 2.1.4.2 Fasten Aluminum wall panels to 18 ga. 3/4" hat chanels w/ #10 screws @ 8" o.c. 2.1.5 Solder for Sheet Metal: Except as otherwise indicated or recommended by metal Manufacturer, provide -50150 tin/lead type (ASTM-B32) for tinning and soldering joints. . 2.1.6 Fasteners: Same metal as flashing/sheet metal or other non -corrosive metal as recommended by Manufacturer. 2.1.7 Minimum Stainless Steel sheet thickness: Downspouts 24 Ga. . . Guttering 20 Ga. FM Roll Over Hangers 10 Ga. Gutter Space Brackets � 14 Ga. Gravel Stop 24 Ga. . Counter Flashing 24 Ga. Rain collars 24 Ga. Parapet Copings (<I 6" girth 24 Ga. Parapet Copings (16" girth and above) 22 Ga, Other Sheet metal items: Comply with SMACNA recommendations. 2.2. Fabrication of Sheet Metal Accessories: 2.2.1 SMACNA and NRCA Details: Conform work with details shown and with "Architectural Sheet Metal Manual" by SMACNA. Comply with installation details of "Roofing and Waterproofing Manual" by NRCA. 2.2.2 Prefabricated units as indicated or provide standard manufactured units complying with requirements; fabricate from sheet metal indicated. I 1 2.2.3 Provide 4" wide flanges for setting on built-up roofing membrane with concealment by composition stripping. P u b 1i x. SUPE R MARKETS CORPORATE OFFICES FACILITIES DESIGN BOX A07, LAKELAND, FL 33802 (863) 680-5295 P14YSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 3381 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 9131 8 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA * REG, I 1881 SC. REG. 7477 AL. REG. 623A JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. A5277 GA. REG ' 020251 SC.REG.16340 AL. REG. 20382 TN.REG-101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GAL REG * 27740 SC,REG.21754 AL * REG. 2,1905 TN.PEG.107882 . JOHN J. CARAMALIS, PE MECHANICAL - FL. REG. 43889 GA REG.0212A6 SC.REG.16521 AL. REG. 20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL - FL. REG� 54781 GA ' REG.31882 SC. REG� 25591 AL. REG, 2BA69 TN. REG. I] 13 82 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL, REG. 54085 GA ' REG ' 025636 SC. REG. 19743 AL. REG. 23065 TN�REG.108038 NOP,MAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA ' REG. 3IA92 SC. REG. 25290 AL, REG. 28079 Q COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. 'HESE CONSTRUCTION DOCUMENTS ARE THE 'ROPERrY Of PUBLIX SU PER MARKETS, INC. AND kRE NOT TO BE COPIED OR REUSED FOR ANY ;PECIFIC BUILDING WITHOUT WRITTEN PERMISSION. 'HESE DRAWINGS SHALL NOT BE DUPLICATED AlITHOUT PRIOR WRITTEN PERMISSION OF 'URILIX SUPER MARKETS, INC. HE DESIGN INDICAT ED IN THESE CONSTRUCTION )OCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, NFORMATION, AND BELIEF, COMPLY WITH THE kPPLICABLE MINIMUM BUILDING CODES J N I 0 , ( NY - PUBLIX, PLOT DATE: 10 JAN 08 _ REVISION DATA: , #11 2A5 (REPL. #0390) ZEPHYR COMMONS PRETrY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA R� DRAWING TITLE: I Version 07.2 2.2.4 Guttering and downspouts on exterior sized as shown on drawings. Support gutters at maximum 36" o.c. and downspouts at five (5) feet on center. All joints, end caps and/or miters shall be riveted and soldered. NO CAULKING PERMITTED. 2.2.5 Penetration seals for refrigeration penetrations per detail. Verify pipe sizes prior to fabrication. Penetration seats for electrical penetrations shall have conduit soldered to base ofpan. Use water -tight couplings. 3. Execution 3.1. General Installation Requirements: 3.1.1 Sequencing of work: Install all sheet metal edge trim, flashings, copings, etc. before installation of cap sheet. Strip in immediately. 3.1.2 Coordinate the installation of insulation, roofing sheets, fleshings, stripping, coatings and surfacing, so that insulation and felts are not exposed to precipitation nor exposed overnight. 3.1.3 Provide rain collars at all pitch pans, where round stock is used as roof penetration, and other locations where needed Use stainless draw bands to form mechanical seal with collar and pipe. 3.2. Cleaning: 3.2.1 Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. 3.2.2 Clean and neutralize flux materials. Clean off excess solder and sealants. 3.2.3 Remove temporary protective coverings and strippable films, if any, as sheet metal flashing and trim are installed. Upon completion of installation, clean finished surfaces, including removing unused fasteners, metal filings, pop rivet seams and pieces of flashing. Maintain in a clean condition during construction. 3.2.4 Replace sheet metal flashing and trim that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. End of Section 07 60 00 Section 07 72 33 Roof Hatches 1. General 1.1. Scope: This Section includes information pertaining to roof hatches. 1.2. Related sections include the following: 1.2.1 Section 07 51 00Bituminous Built -Up Roofing. 1.2.2 Section 07 60 00 Flashing and Sheet Metal. 1.3. Submittals: 1.3.1 Letters Of Intent (LOI' S): A letter of intent will be provided for this Section. 1.4. Quality Assurance 1.4.1 Installer (Roofer): 1.4.1.1 Installer same be same as approved for Work of Section 07 51 00 Bituminous Built -Up Roofing. 1.5. Delivery, Handling and Storage 1.5.1 Pack, handle and ship properly labeled in heavy-duty packaging to prevent damage. 2. Products 2.1. Roof Hatch: Provide Bilco #S-50 aluminum roof hatch with safety pole. 3. Execution 3.1. Installation: 3.1.1 Install according to manufacturer's written instructions. Install to resist exposure to weather without failing, rattling and leaking. 3.1.2 Remove exterior handle; provide hasp and staple on inside. Safety pole should be installed to far right or far left side of opening. Do not install safety pole centered with ladder. 3.1.3 Check roofhatch for proper operation. Adjust operating mechanism as required. Clean and lubricate joints and hardware. 3.2. Touch-up: 3.2.1 Touch up factory -primed surfaces with compatible primer ready for field painting in accordance with Section 09 91 00 Paints. End of Section 07 22 33 Section 07 92 00 Joint Sealants 1. General 1.1. Scope: This Section covers sealants for use in all locations except glazing. 1.2. Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.3. Quality Assurance - Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test methods to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 2. Products 2.1. Materials, General 2.1.1 Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2.1.2 Colors of Exposed Joint Sealants: Match color of materials being joined if possible. Where not possible, use color selected to provide an unobtrusive finished surface. 2.2. Elastomeric Joint Sealants 2.2.1 Use single -component urethane sealants. If unusual conditions or type of work to be accomplished makes the use ofmulti-component sealants desirable, contact Publix Architect. 2.2.2 Elastomeric Sealants, General: ASTM C 920. 2.2.3 Sealants for Contact with Food: Comply with 21 CFR 177.2600. 2.2.4 Single -Component Nonsag Urethane Sealant (gun -grade): 2.2.4.1 Products: Bostik Inc.; Chem -Calk 500. Mameco International; Vulkem 921. Pecora Corporation; Dynatrol I. Polymeric Systems, Inc.; PSI-901. 2.2.4.2 Type and Grade: S (single component) and NS (nonsag). 2.2.4.3 Class: 25. 2.2.4.4 Exposure: Use T (traffic) or NT (nontraffrc). 2.2.4.5 Substrates: Uses M, A, and, as applicable to joint substrates indicated, O. 2.2.5 Single -Component Pourable Urethane Sealant: 2.2.5.1 Products: Bostik Inc.; Chem -Calk 950. Mameco International; Vulkem 455 SL. Pecora Corporation; NR-201. Polymeric Systems, Inc.; Flexiprene PSI-951. 2.2.52 Type and Grade: S (single component) and P (pourable). 2.2.5.3 Class: 25. 2.2.5.4 Exposure: Use T (traffic) andNT (nontraffic). 2.2.5.5 Substrates: Uses M, A, and, as applicable to joint substrates indicated, O. 2.3. Latex Joint Sealants: ASTM C 834. Use where sealant will be painted, and only where joint movement cannot occur. 2.3.1 Products: Bostik Inc.; Chem -Calk 600. Pecora Corporation; AC-20. Polymeric Systems, Inc.; PSI-701. 2.4. Joint -Sealant Backing 2.4.1 General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 2.4.2 Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. Type: O (open -cell material), or B (bicellular material with a surface skin). 2.4.3 Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 F (minus 32 C). Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and otherwise contribute to optimum sealant performance. 2A.4 Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. 2.5. Miscellaneous Materials 2.5.1 Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. 2.5.2 Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants with joint substrates. 2.5.3 Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. 3. Execution 3.1. Installation 3.1.1 Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants. 3.1.1.1 Remove foreign material from joint substrates that could interfere with adhesion of joint sealant. 3.1.1.2 Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. 3.1.1.3 Remove laitance and form -release agents from concrete. 3.1.1 A Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues could interfere with adhesion of joint sealants. 3.1.2 Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstmetion joint -sealant -substrate tests or prior experience. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.1.3 Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.1.4 Sealant Installation: Comply with recommendation in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. 3.1.5 Install sealant backings to support sealants during application and at position required to produce optimum sealant movement capability. 3.1.5.1 Do not leave gaps between ends of sealant backings. 3.1.5.2 Do not stretch, twist, puncture, or tear sealant backings. 3.1.5.3 Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. 3.1.6 Install bond -breaker tape behind sealants where sealant backings are not used between sealants and back of joints. 3.1.7 Place sealants so they directly contact and fully wet joint substrates. 3.1.7.1 Completely fill recesses provided for each joint configuration. 3.1.7.2 Produce uniform, cross -sectional shapes and depths that allow optimum sealant movement capability. 3.1.8 Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads, to eliminate air pockets, and to ensure contact and adhesion of sealant with side of joint. 3.1.8.1 Remove excess sealants from surfaces adjacent to joint. 3.1.8.2 Use tooling agents that are approved by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3.1.8.3 Joint Configuration: Concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. End of Section 07 92 00 Section 08 11 00 Metal Doors and Frames 1. General 1.1. Description of the Work: This Section covers all Steel Doors and Frames, including fabrication and erection. 1.2. All frames and metal doors will be supplied by Mills & Nebraska, 2721 Regent St., Orlando, FL 32804. The General Contractor will be responsible for contacting Mills & Nebraska during the bid phase. Contact: Julie Touchton Phone: (407)298-5600 Fax: (407) 578-2881 1.3. Submittals: Submittals and LOIs will not be needed A "Store Door & Hardware Checklist" detailing any changes to the standard hardware package will be created as part of the contract documents. Mills & Nebraska will furnish this upon request. 1.4. Quality Assurance: Comply with ANSUSDI 100 for manufacture and installation. Comply with NFPA 80 for manufacture and installation of fire rated assemblies. 1.5. Manufacturer's recommendations for storage, handling, and protection shall be followed exactly. Do not remove sill spreaders on welded frames until frames are installed. 2. Products 2.1. Steel Doors and Frames: 2.1.1 Typical Doors: Provide doors having 18 ga. steel face sheets for interior applications, 16 ga. galvanized for exterior applications. Use maunfacturer's standard honeycomb core. Prime paint all surfaces. 2.1.2 Metal Frames: 2.1.2.1 Provide 16 ga. frames in sizes and styles shown on the drawings, all welded, galvanized for exterior applications, with minimum three anchors per jamb of the type required for wall construction. Prime paint all surfaces. 2.1.2.2 Prepare frames to receive hardware as described by ANSI/SDI 100. Reinforce hinge, latch, and deadbolt locations as required. 2.1.2.3 Provide for deadbolt installation at jamb for upper leaf of dutch door at Pharmacy. 2.2. Labeled Assemblies: 2.2.1 Fire Doors: Comply with requirements above. Additionally, use tested and apprc :d fire resistant core. Attach a permanent label showing compliance with the required label. . 2.2.2 Frames: Comply with requirements above. 2.3. Accessories: Provide three silencers per door; at masonry walls, provide 26 ga. mortar boxes to protect hardware cutouts. Louvers shall be sight -proof type, 14 ga. steel, prime painted, galvanized at exterior. Glazing stops shall be 20 ga. flush type, prime painted, galvanized at exterior. 2.4. Manufacturers: Coco Curries 3. Execution 3.1. Frame Installation: Set frames plumb, level and true. Use wall anchors appropriate for each type of enclosing wall. 3.2. Door Installation: Hang doors to provide smooth operation with tight closure. Install glazing and silencers after doors and frames receive final paint application. 3.3. Fire Rated Assemblies: Set frames and hang doors in compliance with NFPA 80. End of Section 08 11 00 Section 0814 00 Wood Doors 1. General I.I. Description of the Work: This Section covers all wood doors and wood doors with plastic laminate faces, including fabrication and erection. 1.2. All doors will be supplied by Mills & Nebraska, 2721 Regent St., Orlando, FL 32804. The General Contractor will be responsible for contacting Mills & Nebraska during the bid phase. Contact: Julie Touchton Phone: (407) 298-5600 Fax: (407) 578-2881 1.3. Submittals: Submittals and LOIs will not be needed. A "Store Door & Hardware Checklist" detailing any changes to the standard hardware package will be created as part of the contract documents. Mills & Nebraska will filrnish this upon request. 1.4. Quality Assurance: Comply with AW 1 1300 for manufacturer and installation. 1.5. Manufacturer's recommendations for storage, handling, and protection shall be followed exactly. 2. Products 2.1. Wood Doors: Provide wood doors with particle board core complying with ANSI A208.ILD2, paint grade. 2.2, Factory prep all doors to receive hardware specified. 2.3. Viewlites: All viewlites shall be clear, tempered glass, unless otherwise specified, measuring 6" x 30". 2.4. Veneer: Provide all interior wood doors with .125 inch thick decorative high-pressure laminate both sides. See door schedule for laminate colors. 2.5. Accessories: Provide three silencers per door. Louvers shall be sight -proof type fabricated from 14 ga. steel, prime painted. Glazing, stops and frames shall be 20 ga. steel, prime painted 2.6. Manufacturers: - VT Industries Ampco 3. Execution 3.1. Door Installation: Hang doors to provide smooth operation with tight closure. Install glazing and silencers after doors and frames receive final paint application. End of Section 0814 00 Section 0817 05 Side Folding Grilles 1. General 1.1. Summary: 1.1.1 Section Includes: Manual side -folding aluminum security grilles with storage pocket. 1.2. Submittals: 1.2.1 Reference Section 01 33 00 Submittal Procedures; submit following items: 1.2.1.1 Product Data: Include published data and specific data prepared for this project. 1.2.1.2 Shop Drawings: Include detailed plans, elevations, required clearances and accessories. 1.2.1.3 Installation instructions. 1.2.1.4 Quality Assurance Requirements: 1.2.1.4.1 Manufacturer qualifications. Installer qualifications. 1.2.1.4.3 Certificates. 1.3. Quality Assurance: 1.3.1 Manufacturer Qualifications: Minimum of three years experience in the fabrication and installation of Side Folding Security Grilles. 1.3.2 Installer Qualifications: Authorized representative ofthe manufacturer. Certificate stating that materials and finishes comply with specifications. 1.3.4 Single Source Responsibility: Provide Grilles, storage pocket, track and related primary components from one manufacturer for each type of Grille. Provide secondary components from source acceptable to manufacturer of primary components. 1.3.5 Pre -Installation Conference: Schedule and convene a pre -installation conference just prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1.4. Delivery, Storage and Handling 1.4.1 Reference Section 01 66 00 Product Storage and Handling Requirements. 1.4.2 Deliver materials in labeled protective packages. Store and handle in compliance with manufacturer's instructions. 2. Products 2.1. Manufacturers: Dynamic Closures Telephone: 1-800-6634599; Fax: 1-800-205-6665 E-mail: info@DynamicClosures.com MobilFlex, Inc. Telephone: 1-800-216-3539; Fax: 1-800-254-3539 Contact Name: Pierre -Luc Robert Substitutions: Reference Section 012 50 00 Product Substitution Procedures. 2.2. Models and Materials: 2.2.1 Models: EZ CLOSURE BP or AEROFLEX 2.2.2 Curtain: 2.2.2.1 Panels: Top and bottom of aluminum and of sizes specified by manufacturers. Main portion of panels 6" wide of perforated aluminum (designated as EZ VENT by Dynamic Closures). Panels are linked together by a continuous aluminum hinge. 2.2.2.2 Curtain shall be fully assembled and installed in pocket by respective manufacturer. 2.2.3 Curtain height: Reference Drawings. 2.2.4 Finish -Exposed Aluminum Parts Clear Anodized; MEP is a "clear anodized" color. 2.2.5 Locking Posts: Reference Manufacturer's installation drawing. Dropbolts shall be installed every 10 panels and all lock mechanisms shall face to the outside of the pharmacy. 2.2.6 Overhead Track: Extruded aluminum, of size specified by manufacturer, with continuous extruded profile seamed together by alignment bars and track pins. Track to be secured to a header that will carry weight of complete curtain. The wall channel shall be fastened to the opposite wall properly block and constructed by others. Header that supports the track is constructed by others. 2.2.7 Pocket: Welded 1/2" tubular steel frame that is 6" exterior suitable for commercial construction of 6" stud walls. Interior clear opening width of 5" by height of curtain required. Pocket is adjustable to be raised or lowered up to an inch. Front comer angles have flaps to cover pocket opening. Angles also accept 1/2" or 5/8" sheetrock. 2.2.8 Operation: 2.2.8.1 Manual pull operation. 2.2.8.2 Provide attached pull straps on grilles over 9'0" (2745 min) in height and all counter height grilles. 3. Execution 3.1. Examination: 3.1.1 Examine supports and other conditions under which Grilles are to be installed. 3.1.2 Coordinate with responsible entity to correct unsatisfactory conditions and do not proceed with installation until conditions are corrected. 3.2. Installation: 3.2.1 Follow manufacturer's installation instructions and approved shop drawings. 3.3. Adjusting and Cleaning: 3.3.1 Test operation of Grille and adjust as necessary to provide smooth and proper operation. 3.3.2 Clean exposed surfaces using manufacturers recommended cleanser. 3.4. Demonstration: 3.4.1 Instruct Owner's personnel in proper operating and maintenance procedures. End of Section 08 17 05 Section 08 33 23 Overhead Coiling Doors 1. General 1.1. Summary: The basis of the coiling doors specification will be as manufactured by the Cookson Company, Phoenix, Arizona. Alternate manufacturers will be accepted as listed below. 1.2. This Section includes information normally found in Section 08 33 13 Coiling Counter Doors. 1.3. Quality Assurance: Exterior coiling insulated service doors shall be designed to withstand at least a (20) twenty pounds per square foot wind load. Windlocks shall be installed on every slat of doors over 14'-l" wide. Doors must comply with local wind load requirements. 1.4. Submittals. 1.4.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures 1.4.2 List of materials proposed for use. 1.4.3 Manufacturer's specifications. 1.4.4 Dade or Broward County Acceptance letter as required. 1.4.5 Shop drawings as required to describe intended assemblies, door schedule, and other pertinent details of proposed installation. 2. Products 2.1. Overhead Coiling Doors 2.1.1 The door curtain shallbe constructed of interconnected strip steel slats conforming to ASTM A -526. The slats shall be a minimum of 22 gauge exterior and interior and will be separated by 13/ 16" rigid insulation. Insulation shall not produce a flame spread greater than 25 and smoke generation greater than 50. Insulation will provide no less than a R-value of 6.0. 2.1.1.1 The finish of the door curtain shall consist of the following. 2.1.1.1.1 Hot dipped galvanized G-90 coating consistent with ASTM A-525. 2.1.1.1.2 Bonderized coating for prime coat adhesion. 2.1.1.1.3 Corrosion inhibiting primer- .2 miles per side. Themlo- selling polyester top coat with a minimum thickness of .6 mils each side. 2.1.1.2 The bottom bar shall consist of two 1/8" angles mechanically joined together with a 1" diameter vinyl covered foam edge astragal continuous along the bottom. The finish on the bottom bar shall be one coat of rust inhibiting prime paint. 2.1.1.3 Guides shall consist of steel angles bolted together to form a channel for the curtain to travel. Vinyl snap -on weatherstripping shall be furnished continuously along the exterior leg of each guide. Guide angles shall be coated with one coat of rust inhibiting prime paint. . 2.1.1.4 The brackets shall be of steel not less than 1/4" thick and finished with one coat of rust inhibiting prime paint. 2.1.1.5 The hood shall be fabricated from 24 gauge galvanized steel and shall be formed to fit the curvature of the brackets. The hood shall be corrugated every 1" along the curvature for the entire length of the hood. The hood shall contain a waterproof canvas baffle to control air infiltration and shall be gasketed at the wall to prevent pest infiltration. 2.1.2 Manufacturers: Cookson -Model # FCWI Cornell Iron Works Overhead Door Corporation Model 625 Raynor DuraCoil STANDARD South Florida Rolling Doors, Inc. Model 903 2.2. Push -Up Counter Doors (28.1 prototype only): 2.2.1 The door curtain shall be constructed of interconnected .040 or .050 extruded aluminum No. 8 (1- 5/16" high by 3/8" deep) slats. The curtain shall receive a clear anodized finish. 2.2.1.1 The bottom bar shall be constructed of tubular extruded aluminumm measuring 1- 5/16" deep by 2- 1/4" high with a double vinyl astragal on the bottom edge. The bottom bar shall receive a clear anodized finish. 2.2.1.2 The guides shall be constructed of exturded aluminum and measure 1- 3/4" square. Each side of the channel protion capturing the curtain shall contain wool pile weatherstripping. The guides shall receive a cleat anodized finish. 2.2.1.3 The brackets shall be constructed of 3/16" thick die cast aluminum. 2.2.1.4 The barrel shall be steel tubing of not less that 4" in diameter. Oil tempered torsion springs shall be capable of correctly counter balancing the width of the curtain. The barrel shall be designed to limit the maximum deflection to .03" per foot of opening width. The barrel shall receive one(1) coat of bronze rust inhibiting prime paint. 2.2.1.5 The hood shall be fabricated from .040 aluminum and shall be formed to fit the square brackets. The hood shall receive a clear anodized finish. 2.2.2 Manufacturers: Cookson -Model #CD8-1 Cornell Iron Works Overhead Door Corporation Model 652 Raynor DuraShutter SELECT 2.2.3 Operation: 2.2.3.1 Chain operated Overhead Coiling doors shall open and close with a maximum of 30 pounds of effort utilizing an endless chain and cast iron reduction gears. 2.2.3.2 Push-up operated doors shall open and close with a maximum of 30 pounds of effort utilizing finger lifts in the bottom bar. 2.2.4 Locking mechanism: 2.2.4.1 The Overhead Coiling door chain shall be secured by means of a chain lock. 2.2.4.2 The push-up door shall be secured by means of a concealed sliding bolt deadlock in the bottom bar operated by a cylinder lock. Cylinder lock must be rekeyable. 2.2.5 Vision Panel: In doors not required to meet missile impact resistance, provide vision slats 12"wide x 6 slats high. Bottom of vision panel should start at approximately 5' a1f. 3. Execution 3.1. Installation: All Coiling Insulated and Push-up Counter doors shall be installed by a manufacturer's authorized installer and will be in accordance with manufacturer's instructions and standards. 3.2. Warranty: All Coiling Insulated and Push-up Counter doors shall be warranted against defects in workmanship and materials for a period of one year from the time of installation. End Of Section 08 33 23 Section 08 38 00 Traffic Doors 1. General 1, 1. Description of Work: This section covers all Traffic Doors, including fabrication and erection. 1.2. Manufacturer's recommendations for storage, handling and protection shall be followed exactly. 1.3. Warranty 1.3.1 Provide Manufacturer's standard 1 year limited warranty for Traffic Doors and all related parts. 1.3.2 All other warranties and bonds are to be in accordance with Section 0177 00 Closeout Procedures. 1.4. Traffic Doors will be provided by Publix. 2. Products 2, 1. Acceptable Manufacturers 2.1.1 Traffic Door Manufacturers: Subject to compliance with requirements, provide products of the following: Chase Industries Inc. / Chase Door Division, Redmond, No Substitutions 2.2. Traffic Doors 2.2.1 Doors shall be Durulite "Retailer" traffic doors constructed with the outer skin of monolithically formed, rotationally molded, cross linked high density 1/ 8"polyethylene and a textured finish. Door panel thickness shall be 1 1/2". 2.2.2 Insulation core material shall be a high density, foamed -in -place, rigid CFC- Free urethane insulation. Material shall be foamed -in -place and provide an R- value of 12, 54. 2.2.3 Polyethylene tear drop bumpers shall be 24 inches high and factory installed on both sides of each leaf using stainless steel panel inserts and fasteners, Color: Black. 2.2.4 Provide 11" industrial lower hinge guards. 2.3. Traffic Door Hardware 2.3.1 Provide Manufacturer's standard gravity return V-Cam system consisting of a ductile iron V-Cam with a UHMW sleeve and cast aluminum cam follower housing with a needle bearing roller. The roller assembly shall be securely clamped onto the shaft to allow horizontal and vertical adjustment of the door. At locations indicated on drawings, provide low-rise V-Cam and bulb leading edge gasket to comply with the ADA Accessibility Guidelines, 2.4. Traffic Door Seals 2.4.1 Doors shall be partially gasketed with all gaskets factory applied without the use of metal strips or fasteners of any type. 2.5. Traffic Door Vision Panels 2.5.1 Window glazing shall be 1/8" polycarbonate. All windows shall be factory installed and sealed. The exposed surface of the window shall be recessed a minimum of 1/8" from the face of the door to protect the surface from abrasion from passing loads. 2.5.2 Window size shall be 17" x 23" 2.5.3 Maximum height from finish floor to the bottom of the viewing area shall not exceed 48 inches. 2.6. Traffic Door Finish/Color 2.6.1 Pre -finished Color: See door schedule. 3. Execution 3.1. Install special doors complete with necessary hardware and accessories in accordance with final shop drawings, Manufacturer's instructions and as specified herein. 3.2. All assemblies must be installed plumb, level and properly aligned 3.3. Upon completion of installation, lubricate, test and adjust doors to operate easily, free from warp, twist or distortion. 3.4. All doors shall be ADA compliant and be adjusted to ensure the door closing sweep period and door opening force as outlined in the most current edition of the ADA Accessibility Guidelines and the FACBC. End of Section 08 38 00 Section 08 4100 Entrances and Storefronts 1. General I.I. This Section contains information normally found in Section 08 8100 Glass Glazing. 1.2. Wind loading: Conform to the requirements of the local authority having jurisdiction, 1.3. Warranties: Insulating Glass Panels: Manufacturer's standard ten year warranty against all defects. 1.4. Submittals 1.4.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.4.2 Shop Drawings: 1.4.2.1 Submit Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the Work adjacent. 1.4.2.2 Stores located in Florida and other coastal areas: Submit Shop Drawings signed and sealed by an Engineer registered in the State of Florida certifying that all requirements of county regulations are met by design proposed. 2. Products 2.1. Aluminum Framing: 2. 1.1 Sizes and designs as shown on Drawings. Include all sash, corner caps, and covers, wind reinforcement, and all other components required for a secure, watertight installation. 2.1.2 Interior and Exterior finish shall be clear anodized aluminum, AA-M 12-C 12- A31. 2.1.3 Approved Manufacturers: Efco, Kawneer, Vistawall, U.S. Aluminum, Amarlite, PPG, Tubelite, YKK, 2.2. Manufacturer's labels, showing strength and quality, are required on all glass, and are not to be removed until inspected and approved by Publix' Representative. All glass shall conform to Fed Spec DD-6-451A. Tempered glass shall be so marked, permanently, in an inconspicuous location on the panel. 2.3. Exterior Glazing: 2.3.1 In Florida, provide glass type consistent with tested assembly. Assume the use the laminated safety glass in High Velocity Hurricane Zones. 2.3.2 Elsewhere, provide sealed insulating panels composed of two lites 1/4" clear tempered float glass, in sizes as described on Drawings and verified in field. 2.3.2.1 Glass: ASTM C-1036, quality Q3. 2.3.2.2 Sealed Panels: ASTM E-774, Class B. 2.4. Automatic Entrance Doors: 2.4.1 Standard package: Stanley Door, Series 3000 auto -slide automatic sliding entrances, complete with Stanley 3348 auto -slide package. Actuating controls shall be Stanley microwave sensor devices. 2.4.2 In Florida and other coastal locations provide engineered testing data specific to the project location. Assume the use of Stanley Dura Storm Series in High Velocity Hurricane Zones. 2.4.3 Slide Action: Provide Bi-Parting, Bi-Passing, or Telescoping action as shown on the Drawings. 2.4.4 Finish: Clear anodized aluminum. 2.4.5 Coordinate glazing, electrical, control wiring, etc. with other trades as required. 2.5. Glazing for automatic doors and sidelights: 2.5.1 Provide laminated glass complying with ASTM C-1172, Kind LA. 2.5.2 Florida and Coastal locations: Provide evidence of project jurisdiction product approval. 2.5.3 Glass: 9/16" laminated impact glass, outer lites 1/4" annealed float glass, quality Q3, laminated on both sides of inner plastic layer, in sizes as required OR 2.5.4 Glass: 1/4" laminated impact glass, outer lites 1/8" annealed float glass, quality Q3, laminated on both sides of inner plastic layer, in sizes as required. 2.5.5 Approved Products: Glasslam NGI "Safety Plus" Impact Security Products, Inc., "Saf-Glas" Insulgard Corporation, "Coastgard" Interpane Glass Company, "Securpane IR' 2.5.6 Transom panel may be as above or 1/4" clear float glass. quality Q3. 2.6. Interior Glazing: 1/4" clear tempered float glass, ASTM C-1036, quality Q3, in sizes as required. - 2.7. Pass -through at Cash Room: One way film, color equal to PPG Solar -Gray. 2.8. Sealants for Glazing: 2.8.1 Where sealants are used in conjunction with glazing systems, use only those recommended by the manufacturer of the glazing system. 2.8.2 Under no circumstances shall wet sealants be introduced into glazing systems to provide primary weatherproofing or waterproofing. 2.8.3 Where sealants for perimeters of glazing systems abut other materials, use sealants as described in Section 07 92 00 Joint Sealants. 3. Execution 3.1. Examine the areas and conditions under which work of this Section will be performed Correct conditions. detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.2. Coordinate as required with other trades to assure proper provision in the work of those trades for interface with the work of this Section. 3.3. Make measurements as required in the field to assure proper fit. 3.4. All aluminum sash shall be cut to fit, filed and installed to provide hairline fit at joints, with smooth continuity of line and accurate relation of planes and angles. Exposed caulking shall not be used 3.5. Prepare for, receive, and install the finish hardware famished under Section 08 7100 Door Hardware. 3.6. Glazing and Setting 3.6.1 Sash shall be clean and dry before glazing. Do not glaze in damp or dusty weather or when temperature is lower than 40 degrees Fahrenheit. 3.6.2 Coordinate with others to see that sufficient blocking is rigidly in place and that finish material will fit sill covers, jambs, etc. Install store front sash securely and neatly and caulk fully to produce watertight area. Anchor division bars to stool framing and wood ground above. 3.6.3 Improperly set glass or glass which does not fully meet requirements of its grade will not be accepted and must be replaced to satisfaction of Architect without cost to Owner. 3.7. Install plastic mirror panels with construction adhesive as recommended by panel manufacturer. Conceal all exposed edges with bright chrome plastic or metal trim. 3.8. Cleaning and acceptance: upon completion of project: Replace all cracked, stained or broken glass at no cost to Owner. Remove all traces of paint and etc., and thoroughly clean all sash before final acceptance of Project. End of Section 08 4100 Section 08 56 59 Service and Teller Window Units General .1. This Section contains information pertaining to the pharmacy vision and transaction window when it occurs as indicated on the Construction Drawings. .2. Wind loading: Conform to the requirements of the local authority having jurisdiction, .3. Submittals: 1.3.1 Shop Drawings: 1.3.1.1 Submit Shop Drawings in sufficient detail to show installation, anchorage, and interface of the work of this Section with the Work adjacent. 1.3.12 Stores located in Florida and other coastal areas: Submit Shop Drawings signed and sealed by an Engineer registered in the State of Florida certifying that all requirements of county regulations are met by design proposed. 1.3.1.2.1 Product Certificates: Signed byproduct manufacturer, indicating level of ballistics resistance provided. .4. installer Qualifications: An authorized representative of vision and transaction window manufacturer for installation and maintenance of units required for Project. .5. Storage and handling: Store crated vision and transaction window on raised blocks to prevent moisture damage. .6. Field Measurements: Verify vision and transaction window openings by field measurements before fabrication. Coordinate wall construction to ensure that actual opening dimensions correspond to established dimensions provided by Manufacturer. .7. Warranty: 1.7.1 Manufacturer's standard form in which manufacturer agrees to repair or replace components of the vision and transaction window that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: 1.7.1.1 Structural failures including deflections exceeding 1/8 inch. 1.7.1.2 Failure of welds. 1.7.1.3 Excessive air leakage. 1.7.1.4 Fault operation of transaction drawer. 1.7.1.5 Deterioration of metals, metal finishes and other materials beyond normal weathering and use. 1.7.2 Warranty period: Five years from date of Substantial Completion. . Products .1. Vision Window: 121-70, Diebold, Inc. 2. 1.1 Ballistics Resistance: Level 1 when tested according to UL 752. .2. Transaction Drawer: 120-40, Diebold, Inc. 2.2.1 Heater: Order 115 VAC heater in stores located north of Florida State Road 60. 2.2.2 Ballistics Resistance: Same as vision window. .3. Wireless Annunciator System: 2.3.1 Receiver: Wireless 1000 RC-10, Optex 2.3.2 Outdoor Sensor Transmitter: Wireless 1000 TD-10, Optex .4. Sealants: 2.4.1 Under no circumstances shall wet sealants be introduced into glazing systems to provide primary weatherproofing or waterproofing. 2.4.2 Where sealants for perimeters of glazing systems abut other materials, use sealants as described in Section 07 92 00 Joint Sealants. . Execution .1. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. .2. Coordinate as required with other trades to assure proper provision in the work of those trades for interface with the work of this Section. .3. Make measurements as required in the field to assure proper fit. .4. Wireless Anunciator System: The installer of the window and transaction drawer will be responsible for the installation of this equipment. 3.4.1 Outdoor Sensor Transmitter: Mount to pharmacy canopy so as to be protected from direct exposure to weather. The sensor should be set so as to notify of an automobile's approach to the transaction window. 3.4.2 Receiver: Mount on wall next to vision window. Outlet for power provided by electrical work. .5. Transaction Drawer Heater: Use the same outlet as the chime box for the wireless annunciator system. .6. Sealants: Seal frame perimeter with sealant to provide weathertight construction, unless otherwise indicated .7. Field Quality Control: 3.7.1 Coordinate with manufacturer representative to inspect and verify compliance . of installed products with requirements. 3.7.2 Remove and replace work where inspections indicated that work does not comply with specified requirements. 3.7.3 Perform additional inspections to determine compliance of replaced or additional work. .8. Adjusting: 3.8.1 Adjust transaction drawers to provide a tight fit at contact points for smooth operation and secure enclosure. .9. Cleaning, Clean surfaces promptly after installation of vision window and transaction drawer. Exercise care to avoid damaging the finish. Remove excess glazing and sealing compounds, dirt and other substances. 3.9.1 Clean glass promptly after installation using cleaners recommended by manufacturer. DO NOT USE RAZORS TO CLEAN GLASS. Lubricate transaction drawer hardware. .10. Demonstration: 3.10.1 Engage a factory -authorized service representative to train Publix' maintenance personnel to adjust, operate and maintain the vision window, transaction drawer and wireless annunciator system. End of Section 08 56 59 Section 08 71 00 Door Hardware 1. General 1.1. All door hardware, unless otherwise noted, will be supplied by Mills & Nebraska, 2721 Regent St., Orlando, FL 32804. The General Contractor will be responsible for contacting Mills & Nebraska during the bid phase. Contact: Julie Touchton Phone: (407) 298-5600 Fax: (407) 578-2881 1.2. Submittals: Submittals and LOIS will not be needed. A "Store Door & Hardware Checklist" detailing any changes to the standard hardware package will be created as part of the contract documents. Mills & Nebraska will furnish this upon request. 1.3. Quality Assurance 1.3.1 Provide hardware in compliance with the local building code requirements. Also comply with NFPA101 Life Safety Code and ANSI At 17.1 where applicable. 1.3.2 Provide hardware for fire rated openings in accordance with NFPA 80, (Fire Doors and Windows) and NFPA 105 (Smoke And Draft Control Door Assemblies). 1.4. Delivery Storage and Handling 1.4.1 Deliver hardware to Project Site in manufacturer's protective packaging, all items are to be marked to indicate door opening number, hardware schedule number or other identifying marks. 1.4.2 Store hardware in secure lock -up area, dry and lighted. 1.5. Warranty 1.5.1 Warrant door closers against failure due to defective materials and workmanship for a period of five (5) years beginning at date of Substantial Completion. Closers judged defective during this period shall be replaced or repaired at no cost to the Owner. 1.5.2 Warrant exit devices against failure due to defects in material or workmanship for a period of three (3) years. 1.5.3 All other warranties and bonds are to be in accordance with Section 01700 - Contract Close -Out. 2. Products 2.1. Finish 2. 1.1 Finish, unless otherwise indicated, shall be US26D. (Brushed Chrome) 2.1.2 Door closers shall be spray -painted for finish to match adjacent hardware. 2.2. Cylinders: Acceptable Manufacturer: Sargent or Schlage Lock Company. 2.2.1 Cylinders- shall be keyed alike. No master keying or construction master keying is required. 2.2.2 Provide six keys. 2.3. Hinges 2.3.1 Acceptable Manufacturers: McKinney Hager Double-acting spring hinges: Bommer Industries, Inc. 2.3.2 Hinges shall be the types, materials, sizes, and finishes indicated in finish hardware schedule. 2.4. Locksets, Passage Sets, Cylinders 2.4.1 Acceptable Manufacturer: Sargent Lock Co. 2.4.2 Lockset and passage set series and design shall be "D" Series (Heavy Duty), Rhodes Lever Design. 2.4.3 Cylinders shall be mortise or rim, six pin type complete with cam and/or tail piece for exit devices. 2.5. Exit Devices with Alarm Kits: 2.5.1 Acceptable Manufacturer: Detex. 2.5.2 Acceptable Manufacturer (non -alarmed): SargGud. 2.5.3 Exit devices shall be listed by Underwriter's Laboratories, Inc. for accident hazard. Exit devices for use on fire -rated opening shall bear factory installed UL markings that indicate a three (3) hour fire rating. 2.5.4 All exit devices shall be non -handed. Touch pad shall extend a minimum of 3/ 4 of the door width and shall be a minimum of 2-1/16" in height. Latchbolts shall have a self-lubricating coating to reduce wear. Plated or plastic coated latchbolts are not acceptable. 2.6. Surface Mounted Door Closers 2.6.1 Acceptable Manufacturers and Products Sargent: 1431 2.6.2 All surface closers shall be of one manufacturer. The closers shall be non - handed and non -sized, hydraulically controlled with full rack and pinion operation. They shall have adjustments for backcheck, general speed, and latch speed. Closers shall meet an opening force below 5 lbs. to meet barrier free requirements. 2.6.3 Where a closer requires a `PS' (stop arm) label, the door will be limited to 90° opening at interior doors and 1000 at exterior doors. 2.6.4 Provide mounting plates as required, sex nuts and bolts for application to hollow metal doors, and thru bolts for application to wood doors. 2.7. Stops, Holders, Bolts, Viewers, and Miscellaneous 2.7.1 Acceptable Manufacturers Sargent McKinney 2.7.2 Types as indicated in Hardware Schedule. 2.7.3 Flush bolts shall be 1" x 6-3/4" brass, rectangular front, lengths indicated, with 3/4" throw. Furnish bottom strike and top strike plates. 2.7.4 Bolts and accessories for use on fire -rated doors shall be Underwriters' Laboratories listed. 2-8. Flat Goods 2.8.1 Acceptable Manufacturers Rockwood 29. Thresholds, Sweeps and Weather -Strip 2.9.1 Provide extra heavy duty vermin. strip, 3" height, with stainless steel or aluminum receiver for neoprene sweep. 2.9.2 Acceptable Manufacturers Pemko 3. Execution 3.1. Preliminary 3.1.1 Store in temporary bins. Tag, index, and file all keys temporarily during construction. 3.1.2 Check all hardware upon arrival on Job Site against approved Finish Hardware Schedule. Check function of hardware for job use under site conditions and interferences. Notify Architect if discrepancies occur. 3.2. Installation 3.2.1 Install hardware to doors as listed in the door schedule. Comply with "Recommended Locations for Builders Hardware for Custom Steel Doors and Frames" as published by the Door and Hardware Institute. Application shall be by skilled workmen, who work with proper equipment, and shall be in accord with the manufacturer's instructions, fit to work of others accurately, applied securely, and adjusted properly. Hardware let into work of others shall be neatly done from template and shall fit perfectly. Exercise care not to damage work of others. 3.2.2 Install finish hardware to template. Cut and fit substrate to avoid substrate damage or weakening. Cover cut-outs with hardware item. Mortise work to correct location and size without gouging, splintering, or causing irregularities in exposed finished work. 3.2.3 Where cutting and fitting is required on substrates to be painted or similarly finished, install, fit, and adjust hardware prior to finishing, and then remove and place in original packaging. Reinstall hardware after finishing operation is completed. PV IIX® S U P E R M A RKE T S CORPORATE OFFICES FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL. REG-6234 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL- FL. REG. 45277 GA. REG. 020251 SC. REG. 16340 AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG, 51959 GA. REG. 27740 SC. REG.21754 AL. REG.24905 TN-REG.107882 JOHN J. CARAMALiS, PE MECHANICAL- FL. REG. 43889 GA. REG. 021246 SC. REG.16521 AL. REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL. REG.54781 GA. REG.31882 SC. REG.25591 AL. REG,28469 TN. REG. I11382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL, REG, 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG. 108038 NORMAN MEIER, PE ELECTRICAL- FL REG.59422 GA. REG. 31492 SC. REG. 25290 AL. REG.28079 © COPYRIGHT 200E PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC- AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: # 1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 DRAWING TITLE: Version 07.2 3.2.4 Attach thresholds with flathead screws into embedded receivers, symmetrical with the center of door opening. On case thresholds where cast -on anchors are used, apply utilizing an epoxy grout mixture. 3.2.5 Attach door closers to door whether wood or metal, with sex nut and bolt assemblies. Where closers have stop function, install closer to stop the door before striking obstructions. 3.3. Cleaning and Adjusting 3.3.1 At the time of hardware installation, adjust each hardware item to perform function intended. Lubricate moving parts with lubricant acceptable to hardware manufacturer to remove dust and stains. 3.3.2 Prior to Substantial Completion, readjust and re -lubricate hardware. Repair or replace defective materials. Clean hardware as recommended by manufacturer to remove dust and stains. 3.4. Fastenings 3.4.1 All exposed screws shall be phillips head, finished to match item and sized to suit job requirements. 3.4.2 Surface applied items such as closers and overhead holders shall be applied with sex nut and bolt assemblies. 3.5. Operation and Adjustment 3.5.1 Adjust all installed items for proper operation without binding or excessive play. 3.5.2 Closers and other door operating hardware shall be adjusted to comply with requirements of local codes and in accordance with performance requirements of ADA and other handicap regulations. 3.6. Completion 3.6.1 After installation, all templates, installation instructions, as-builts and other pertinent information shall placed in a properly identified binder. this binder and all special tools are to be tamed over to the Owner's Representative at final acceptance of the Project. 3,6.2 After final acceptance, the hardware supplier shall instruct the Owner's designated personnel in the proper operation, adjustment and maintenance of hardware and finishes. 3.7. Hardware Schedule 3.T 1 All door -specific options are noted in the door schedule. 3.7.2 Group A Exit (Panic Bar, Exit Only), with Alarm, Closer W/H.O.; Doors from Stock Rooms and Elec. Equip. Rooms to Exterior (Except labeled doors; see B-1) 3 ea. Hinges TA2714 4.5 X 4.5 NRP X USP 1 ea. Alarmed Exit Device V4OxEHx626 0 Cylinder for Alarm (Furnished and Installed By Publix) 1 ea. Closer W/Stop, H.O. 1431 PS TB 1 ea. One Way Viewer 622 X CRM 1 ea. Threshold 2005 AS 1 Set Weather -Strip S88D . 1 ea. Door Sweep Pemko 57AV 3.7.3 Group B-1 Exit Door (Panic Bar, Exit Only), with Alarm., Closer (but without H.O. because door is B-Label, 20-min., or is a direct exit from Sales Area) 3 ea. Hinges TA2714 4.5 X 4.5 NRP X USP 1 ea. Alarmed Exit Device FV4OxEHx630 0 Cylinder for Alarm (Furnished and Installed by Publix) 1 ea. Closer W/Stop, W/O H.O. 1431 PS TB 1 ea. Door Sweep Pemko 57AV 1 ea. Threshold 2005 AS 1 Set Weather -Strip S88D 1 ea. One Way Viewer 622 X CRM 3.7.4 Group B-2 Exit Access Door (Panic Bar), no Alarm, into Rated Corridor, W/Closer 3 ea. Hinges BB 1279 X 4.5 X 4.5 1 ea. Exit Device W/Lever Out 12-8913 F ETL X 32D 1 ea. Closer 1431 UO TB 1 ea. Smoke Seal S88D 1 ea. Door Stop 409 or 443 as required 3.7.5 Group B-3 Doors into Rated Corridor, Electromagnetic Hold -open, Panic Bar on one side for impact resistance, Swing -Clear Hinges 3 ea. Hinges BB 1262 X 4.5 (Swing Clear) 1 ea. Exit Device W/Lever Out AL-12-8913 F ETL X 32D 1 ea. Closer 1431 UO TB 1 ea, Electromagnetic Holder 997 X AL X 24 VOLT 3.7.6 Group C-1 Exit Door (Panic Bar), no Alarm, from Rated Enclosure which has no other traffic, W/Closer (occurs only in Remodels and New Stores which require an added rated Exit Corridor due to adjacent buildings) 3 ea. Hinges TA2714 4.5 X 4.5 NRP X USP 1 ea. Exit Device 12-9813 F X 32D 1 ea. Closer, W/Stop, W/O H.O. 1431 PS TB 1 ea. Door Sweep Pemko 57AV 1 ea. Threshold 2005 AS 1 Set Weather -Strip S88D 3.7,7 Group C-2 Exit Access Door (Panic Bar), with Alarm, into Rated Enclosure which has no other traffic, WB-Label & Closer (Occurs only in Remodels and New Stores which require an added rated Exit Corridor due to adjacent buildings) 3 ea. Hinges BB 1279 X 4.5 X 4.5 1 ea. Exit Device W/Lever Out FV40xEH 0 Cylinder for Alarm (Furnished & Installed by Publix) 1 ea. Closer, W/O Stop, W/O H.O. 1431 UO TB 1 ea. Door Stop 409 or 443 as required 3.7.8 Group D Lockset, can be disabled from inside: Offices, Bookkeeping Conference/ Training Rooms, Storage Rooms: 3 ea. Hinges 1279 X 4.5 X 4.5 1 ea. Entrance Lockset 28 10GO5 LL 1 ea. Door Stop 409 or 443 as required 3 ea. Silencers 3.7.9 Group D-1 Lockset, can be disabled from inside: Single toilets: 3 ea. Hinges BB 1279 X 4.5 X 4.5 1 ea. Entrance Lockset IOG44 LL 1 ea. Door Stop 409 or 443 as required 1 ea. Closer 1431 UO TB 3 ea Silencers 3.7.10 Group E Lockset, can be disabled from inside, with Closer: Doors from Sales Area to Customer Service and Office Area and Door(s) from Elec. Equip. Room to Interior, Single Toilet Restrooms 3 ea. Hinges BB 1279 X 4.5 X 4.5 1 ea. Entrance Lockset 1OG05 LL 1 ea. Closer 1431 UO TB 1 ea. Door Stop 409 or 443 as required 3 ea. Silencers 3.7.11 Group F-1 Lockset, key -operated only: (Single) Equipment Closet Doors 3 ea, Hinges 1279 X 4.5 X 4.5 1 ea Storeroom Lockset IOG04 LL 1 ea. Door Stop 409 or 443 as required 3 ea, Silencers 3.7.12 Group F-2 Lockset, key -operated only: Pairs of Equipment Closet Doors 6 ea. Hinges 1279 X 4.5 X 4.5 1 ea. Storeroom Lockset 1OG04 LL 2 ea. Door Stops 409 or 443 as required 1 pair Flush Bolts 458B 26D X 12" 1 ea. Dust Proof Strike 489 X 487 B26D 2 ea. Silencers - 3.7.13 Group G Lockset, key -operated only, with Closer: Cash Room 3 ea. Hinges BB 1279 X 4.5 X 4.5 1 ea. Storeroom Lockset 1OG04 LL 1 ea. Closer 1431 UO TB 1 ea.Door Stop 409 or 443 as required 1 ea, Door Viewer 622 X CRM 3 ea. Silencers 3.7.14 Group H Passage Set and Deadlocks: Dutch Door at Pharmacy 4 ea. Hinges 1279 X 4.5 X 4.5 1 ea. Lockset (Bottom Leaf) 1OG04 LL 1 ea. Dutch Door Bolt (Top Leaf) 630 X 26D 1 ea. Deadlock (CYL X CYL) 484 X 26 1 ea. Door Stop 409 or 443 as required 4 ea. Silencers 3.7.15 Group J Passage Set: Non -Locking Storage & Equipment, Passage Doors 3 ea. Hinges 1279 X 4.5 X 4.5 X 26D 1 ea. Passage Set IOU65 1 ea. Door Stop 409 or 443 as required 3 ea. Silencers 3.7.16 Group K Restrooms, Passage Door in Office Area 3 ea. Hinges BB 1279 X 4.5 X 4.5 1 ea. Push Plate 70 F 8 X 16 X 32D 1 ea. Door Pull 107X 70 C 4 X 16 X 32D 1 ea. Closer 1431 UO TB 1 ea. Kick Plate 8 X 2" X LDW X 32D 1 ea. Door Stop 409 or 443 as required 3 ea. Silencers 3.7.17 Group L-1 Vertical Lift Doors 2 ea. Padlocks (1 Daylock, 1 Nightlock)758C-4 3.7.18 Group 1,-2 Roof Hatch, Equipment Cages, Trash Compactor 1 ea. Padlock I758C4 3.7.19 Group M Roof Top Equipment Rooms 3 ea. Hinges 1270 X 4.5 X 4.5 X USP X NRP 1 ea. Deadlock 484 X 26 1 ea. Doorpull 8102-6S 32D 1 ea. Stop & H.O. GJ90M X 26D 3.7.20 Group N 3.7.21 Front Doors, Exterior Cafe Doors (Storefront) Use standard mortise or rimset cylinders supplied with store front doors as construction temporaries. Permanent cylinders furnished & installed by Publix. All other hardware by door manufacturer. 3.7.22 Group P Pharmacy Rolling Grille Prepare for Schlage Mortise Cylinder, Cylinder furnished and installed by Publix. 3.7.23 Group Q Return Air Chase Access Doors by Milcor or Nystrom Prepare for Schlage Mortise Cylinder, Cylinder furnished and installed by Publix. 3.7.24 .Group R Exterior Storage or Mechanical Rooms 6 ea. Hinges TA2314 4.5 x 4.5 NRP x USP 1 ea. Lockset 10G04 LL 2 ea. Surface Bolts 454 2 ea. Overhead Stop 14413 1 set Weatherstrip S88D LAR 1 ea. Threshold 2005 AS LAR 2 ea. Meeting Stile Astragal 303 AS LAR End of Section 08 71 00 Section 09 24 00 Portland Cement Plastering 1. General 1.1. Submittals 1.1.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 2. Products 2.1. Metal Lath and Accessories: 2. 1.1 Lath: Self furring, expanded diamond mesh copper alloy steel, at 3.4 pounds per square yard, galvanized. 2.1.2 Channels: Cold rolled steel 1/2", 3/4" and 1-1/2" channels. . 2.1.3 Expansion Joints: No. 15 expansion joints, zinc plated steel with 5/8" grounds. 2.1.4 Hanging Wires: Minimum #8 gauge for 1 1/2" channels and 416 gauge for tieing 3/4" channels, all galvanized, annealed steel wire. However, when suspending more than four (4) foot drop, use 3/16" pencil rods for hanging. hangers at maximum 4'0" o.c, for hanging 1 1/2" channels. 2.2. Vent Screed: Aluminum or zinc plated steel, factory fabricated to lines and radius required, with 7/8" grounds. 2.3. Plastering Materials: 2.3.1 Portland Cement: ASTM C-150, Type I, produced by approved manufacturer. 2.3.2 Lime: ASTM C206, Type S, pressure hydrated dolomitic lime, not less than 92% hydration. 2.3.3 Aggregate: ASTM C35 plastering sand. 2.3.4 Water: Clean, fresh, potable. 2.4. Sealer: Bonsai sealer or other as approved by Publix Architect. 2.5. Finish Coat: 2.5.1 Acrylic modified portland cement topcoat, fine grade (fine sand texture), colors as indicated on drawings or selected by Architect. 2.5.2 Approved Manufacturers: Dryvit Sto Finestone 3. Execution 3.1. Types of Applications: 3.1.1 PC Plaster on exterior masonry shall be two coat work, thickness as shown on drawings, or if not shown, finish to 1/2" thickness, consisting of a combination scratch and brown coat, and a finish coat. 3.1.2 PC Plaster on metal lath shall be three coat work, thickness as shown on drawings, or if not shown 7/8" thickness, scratch coat, brown coat, and finish coat. 3.2. Mixing and Proportions (Parts by Volume): 3.2.1 Scratch Coat: One part portland cement Three parts sand One fourth part lime 3.2.2 Brown Coat: One part pordand cement Three parts sand One fourth part lime 3.2.3 Finish Coat: Manufacturer's recommended proportions 3.3. Application: 3.3.1 Protect all finished surfaces from damage and droppings, thoroughly clean all items so damaged, and leave premises free from dirt and debris caused by the work. 3.3.2 Cooperate with work of other trades. Reinforce hangers for light fixture installation. 3.3.3 Install expansion joints in sidewalk ceiling at each column line. Install no corner beads on exterior. 3.3.4 Where PC Plaster is applied over concrete masonry, clean surfaces before application. 3.3.5 Use grounds and temporary screeds to form clean straight lines with even thickness, Apply metal lath with long dimension across supports, rib lath with projections against supports. 3.3.6 Where PC Plaster abuts other materials, score PC Plaster to V joint. 3.3.7 Sealer: use in accordance with manufacturer's directions on all exterior portland cement plaster brown coat. 3.4. Finish: 3.4.1 Apply and cure finish coax to produce a smooth, level, sand finish, in accordance with manufacturer's recommendations. 3.4.2 Tolerance: Finish within 1/8" tolerance in 10 feet. 3.4.3 Cure finished plaster in accordance with manufacturer's instructions. End of Section 09 24 00 Section 09 29 00 Gypsum Board 1. General I.I. Submit LOIS in accordance with Section 01 33 00 Submittal Procedures. 2. Products 2.1. Manufacturer: All materials shall be products of one manufacturer, excluding cementitious backer board when necessary. 2.2. Materials: 2.2.1 All board types shall be 5/8" thickness, unless indicated otherwise. 2.2.2 Coordinate placement of gypsum board types with room finish schedule and wall type designations. 2.2.3 Drywall: 2.2.3.1 Fire Retardant Drywall: ASTM C36, Type X 2.2.3.2 Water -Resistant Backer Board: ASTM C 630/630M. 2.2.3.3 Manufacturers: Georgia-Pacific Corp. National Gypsum Co. Temple-Inland Forest Products Corp. US Gypsum Co. 2.2.4 Cementitious Tile Backer Board (Use instead of water-resistant backer board where designated): ANSI A118.9. 2.2.4.1 Manufacturers: US Gypsum Co., DUROCK Cement Board James Hardie Co., HARDIBACKER 500 Custom Building Products, Wonderboard National Gypsum Co., PermaBase Cement Board 2.2.5 Accessories: 2.2.5.1 Joint Reinforcing Tape shall be perforated or sparked. Joint compound shall be ready mixed. 2.2.5.2 Comer Beads, Casing Beads and Trim shall be galvanized steel. 2.2.6 Drywall Ceiling Suspension System: 650 Drywall Furring System as manufactured by Chicago Metallic or equal as approved by the Architect. 2.2.6.1 Furring Runners and Tees shall be 1 1/2" high double web 0.020 electro-galvanized steel with 1 3/8" flange face. Runners shall be 12' long with reversible coupling ends for continuous splicing. 2.2.6.2 Wall Track shall be #5110 track made of 0.020 electro-galvanized steel. 2.2.7 Steel Studs: 2.2.7.1 Galvanized screwable channel type studs of specified size, complying with ASTM C645, minimum 20 ga at all interior locations. 2.2.7.2 Manufacturer: Dietrich Industries Clark Steel Framing Systems Allsteel & Gypsum Products 2.2.7.3 Form from steel ASTM A446, Grade A, with a minimum yield of 33,000 psi. 2.2.8 Drywall Screws: ASTM C645. 2.3. Backing for drywall at outside curve applications: A-C INT-APA with exterior glue, 1/8" thickness. 2.4, Cornice Trim 2.4.1 Provide cornice trim as manufactured by Wind -Lock Corporation, 1055 Leisez's Bridge Road, Leesport, Pa. 19533. 2.4.2 Cornice trim must be Class "A" rated material per ASTM E-84-98 2.4.3 Attach each piece of trim with at least two mechanical fasteners. Recess fastener heads and fill void with drywall compound. Sand smooth ready for paint finish. 3. Execution 3.1, Ceiling 3.1.1 Install wall track level at specified ceiling height around entire perimeter. 3.1.2 Furring runners shall be directly suspended and leveled on 48" centers by not less than 12 gauge galvanized steel wire spaced not more than 48" on center along the main runner. (for special module sizes follow same procedures with on center spacing of runners adjusted to tee width.) 3.1.3 Furring tees shall be spaced 16" on center along the main runners, 3.1.4 Fit furring runner and tee ends into the wall track at all perimeters. 3.1.5 Drywall panels shall be screw attached at 8" intervals to all furring runners, tees, and wall track with the long dimension paralleling the furring runners in all possible instances. Deflection of components not to exceed 1/360 of the span. 3.1.6 In areas where fixtures or other accessories are placed in or on the grid components, 12 gauge hanger wires are to be suspended at each corner of the fixture or accessory to distribute the load evenly. 3.2. Walls 3.2.1 Steel Studs: 16" on center. 3.2.2 Panels shall be screwed to steel studs with bugle head dry wall screws of length as recommended by manufacturer. 3.2.3 Where applicable, insulate walls around Meat Cutting, Packaging Room, Employee Lounge, Manager's Office, Rest Rooms and as indicated on Drawings with 3 1-2" batt insulation. 3.2.4 Axially loaded studs shall be installed in a manner which will assure that ends of the studs are positioned against the inside track web, prior to stud and track attachment. 3.2.5 Studs shall be plumbed, aligned and securely attached to the flanges or webs of both upper and lower tracks. 3.2.6 Jack studs or cripples shall be installed above window and door heads, at free standing stair rails, and elsewhere to furnish support, and shall be securely attached to supporting members. 3.2.7 Wall stud bridging shall be attached in a manner to prevent stud rotation. Bridging rows shall be spaced according to the following schedule: walls up to 10' 0" height: one row at mid -height; walls exceeding 10'-0": bridging rows spaced not to exceed 5'-O" on -center, or to manufacturer's requirements. 3.2.8 Provide 7/8" 20 gauge galvanized steel drywall furring channels vertically at 16" o.c. for all paneled walls on masonry and others as required. 3.3. Walls and Ceilings 3.3.1 Steel stud framing components may be pre -assembled into panels prior to erecting. Prefabricated panels shall be square with components attached in a manner as to prevent racking. 3.3.2 All framing components shall be set squarely for attachment to perpendicular members, or as required for an angular fit against abutting members. Members shall be held positively in place until properly fastened, 3.3.3 A uniformly thin layer of joint compound shall be applied over joints to a width of approximately 4" wide. Center tape over joint and imbed into compound leaving sufficient joint compound under tape to provide proper bond. Ceiling and wall angles and inside corner angles shall be reinforced with tape folded to conform to the angle and imbedded in the compound. 3.3.4 Sand between coats. 3.3.5 After compound is thoroughly dry, the tape shall be covered with another coat of joint compound spread over the tape and 3" each side of tape, and feathered out at edge. After thoroughly dry, apply another coat with slight, uniform crown over the joint. this coat shall be smooth with edges feathered approximately 3" beyond preceding coat. 3.3.6 Coat comers, and nail or screw heads additionally as per manufacturers specifications. 3.3.7 Install J-mold at ceiling and wall juncture where required. 3.3.8 Entire areas shall be installed neatly and ready to receive finish as scheduled. All studs shall have drywall to the top of the plate for fire and rodent protection. 3.3.9 Prior to installation, provide representative sample of "Knock -down" finish to the Publix Construction Representative. 3.3. 10 Control Joints: In ceiling, install expandable control joints as recommended by manufacturer, at maximum 40' on center. 3.4. Tile Backer Board 3.4.1 Use at all locations where wall finish is tile. 3.4.2 Use behind all refrigerated cases to a height of 4'-01/2". start at 1/2" above finished floor. 3.4.3 Install adjacent to all walk-in coolers and freezers. Height: above the top of the unit. 3.4.4 Use at other locations as required. 3.5. Curved Suspended Walls: 3.5.1 Outside curves 10'-O" radius or less: Form curve with metal studs 8" oc beginning 2'-O" into straight portion of wall. Thoroughly soak and apply two layers 1/8" plywood to metal studs allowing first layer to dry before application of second. Apply 1/4" drywall to plywood substrate with drywall adhesive, long dimension horizontal. Wet drywall as necessary to obtain smooth curve with no flats. 3.5.2 Outside curves radius greater than 10'-0": Form curve with metal studs 8" oc beginning 2'-O" into straight portion of wall. Apply 1/2" drywall to metal studs with drywall adhesive, long dimension horizontal. Wet drywall as necessary to obtain smooth curve with no flats. 3.5.3 Inside curves radius greater than 10'-0": Form curve with metal studs 1'-0" oc beginning 2'-O" into straight portion of wall. Apply 1/2" drywall to metal studs with drywall adhesive, long dimension horizontal. Wet drywall as necessary to obtain smooth curve with no flats. End of Section 09 29 00 Section 09 30 00 Tiling 1. General 1.1. This Section also contains information normally found in Section 04 40 00 Stone Assemblies pertaining to marble and granite sills. L2. Submittals: 1.2.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. L3. Warranties: All tile work shall be guaranteed for workmanship for a period of two (2) years. Any work found to be defective during that time shall be replaced at no cost to the Owner. 2. Products 2.1. Ceramic Tile Walls and Wainscots: Manufacturer, series, finish, color, and size as indicated on interior finish elevations. 2.2. Tile patterns are contained in the Tile Pattern Book, which is available at http:l/ www.box.net/public/10zgpf9zh3. All stores based on the 28.1 prototype do not use the Tile Pattern Book, 2.3, Setting and Grouting Compounds: 2.3.1 Setting/Grouting Manufacturers and Products: LATICRETE International, Inc. Laticrete 317 Floor n Wall Mortar with 4237 Latex Additive Laticrete 1600 Series Unsanded Grout JAMO, Inc. JamoBlend Floor & Wall Sanded Thin Set Master Color Dry Grout Bostik Findley D5 Premium Thin -Set Mortar with D-L16 Additive Fortified Tile Grout (Unsanded) 23.2 Quarry tile shall have LATAPDXY 2000 Industrial Epoxy Grout or equivalent, 2.3.3 Grout color as indicated on floor finish plan; if no color is indicated, color as selected by Publix' Architect. 2.4. Sealants: One or two part urethane. Use type designed for application intended, color as selected by Architect. 3. Execution 3.1. General: All applicators and field personnel shall be fully trained and familiar with manufacturers' application procedures. 3.2. Quarry Tile Sub -Setting Bed: Areas to receive quarry tile shall receive a sub -setting bed, which shall consist of 24 shovels of sand per bag of portland cement, shall be free of foreign matter, and shall be dried before tile is applied to maximum of 16% moisture content. 3.3. Quarry Tile and Base: 3.3.1 Set and grout all quarry tile floors and base with epoxy. Set and grout in two separate operations, and in accordance with manufacturer's specification and recommendations. 3.3.2 Lay tile in a straight joint pattern, each direction, with a 1/4" joint. Align floor and base joints. 3.3.3 Grout shall be level with the surface of the tile, with no sharp edges of the file showing. 3.3.4 Cut quarry tile as required to provide a 1/4" control joint directly above slab construction joints. Prime sides of joint width. Seal control joint with polyurethane sealant to 1/4" depth, backed with closed -cell foam. 3.3.5 Slope all tile to drains, as shown on Drawings. Set all tile flush with tops of floor drains and adjacent finished floors. 3.3.6 All walls adjoining floor shall receive matching quarry tile base, regardless of type finish on walls. Align all base joints with floor joints. 3.3.7 Ensure that base has a solid bed of epoxy where it makes contact with the wall, and that there are no void areas behind tile and at transition with floor. 3.4. Marble or Granite Sills 3.4.1 Set by experienced granite craftsmen who have a minimum of three (3) years experience in the trade, and in accordance with the Marble Institute of America (M.I.A.) Installation Procedures Manual. 3.4.2 Seal Joints with appropriate sealant. 3.4.3 Coordinate and cooperate with store front sash installer. 3.5. Ceramic Wall Tile on Masonry Substrate 3.5.1 Tbin-set with mortar and grout, both in accordance with manufacturer's specifications and recommendations. 3.5.2 Set flush with adjacent base; lay in a straight joint pattern each direction, with a joint width of 1/16" or as established by manufacturer's sheet. 3.5.3 Grout shall be level with the surface of the tile, with no sharp edges of the tile showing. 3.6. Ceramic Tile on Backer Board 3.6.1 Set on moisture -resistant backer board with mortar, grout with unsanded cement grout, both in accordance with manufacturer's specifications and recommendations. 3.6.2 Set flush with adjacent base; lay in a straight joint pattern each direction, with a joint width of 1/16" or as established by manufacturer's the sheet. 3.6.3 Grout shall be level with the surface of the tile, with no sharp edges of the file showing. 3.7. Exterior Ceramic Tile: If this project is to receive exterior tile set on a vertical surface (see Contract Documents by others for store Facade), the tile, setting method, pattern, and grout shall be approved in writing by Publix' Architect. End Of Section 09 30 00 Section 09 50 00 Ceilings 1. General 1.1. Submit LOI in accordance with Section 01 33 00 Submittal Procedures. No product samples or cut sheets will be required. 1.2. Custom Colors: Where custom colors of ceiling panels are specified, it is assumed that the quantity required for use will exceed the amount of material needed for a stock run by panel manufacturer. If this condition is not met, and there is an up -charge for custom colors, notify Publix Architect. 2. Products 2.1. Suspension Systems: 2.1.1 Where ceiling panels are used:15/16" exposed double -web tee conforming to ASTM C635 Intermediate -Duty classification standards. Cross -tees shall also comply with Intermediate -Duty (12 lb/If) standards, and shall have stab -type stepped (i.e. overriding) ends. 2.1.2 Wall molding shall be angle with 7/8" legs. System color shall be flat white. 2.1.3 Acceptable Systems: Armstrong Prelude 15/16" exposed tee system, aluminum caps and stepped end cross tees. Chicago Metallic Corp. "200 Snap -Grid System", aluminum caps and stepped end cross tees. USG Interiors, Inc. Donn DXLA aluminum caps and stepped end cross tees. 2.2. Grid System: 2,2,1 System description: Upper grid and lower grid with knuckle assembly and other components to form "Criss Cross Grid." Upper and lower grid form 6' (nominal) squares. At select locations, 6' squares are divided into 2' squares for suspension of ceiling file or open cell panels. All grid system components: Litelah system furnished by Publix (O.F.C.I.) 2.2.3 All suspension system components are a part of the Contract. See the Drawings for demarcation of grid system and suspension system. 2.2.4 Ceiling tile/open-cell sub -system : 2.2.4.1 Sub -system description: 6'x 6' composed ofmain tees and cross tees described above. 2.2.4.2 All subsystem components are a part of the Contract with the exception of the drop-onT-rail which supports the perimeter of each 6'x 6' sub -system. 2.2.4.3 Tee Grid for ceiling tiles and mesh panels within 6'x6' panels: As above, Color: White. Ceiling tiles: Vinyl faced gypsum panels as described below. 2.2.4.5 Edge Trim: 8" high x 9/16" legs, with connectors for grid system capable of receiving intersecting tees at any angle, and splice plates to form flush butt joints where edge trim ends meet. Splice plates shall provide tight friction fit or be secured with set screws. Paint all surfaces custom color as selected by Publix Architect. Acceptable Systems: USG Interiors Compasso System Chicago Metallic Suspended Perimeter Trim System Gordon Architectural Aluminum Specialties, Inc. "Contura" 2.3. Acoustical Tile 2.3.1 Acoustical Tile (Sales Area) shall be either 24"x 24"x 518" or 24"x 48"x 5/8" (per drawings), square cut edge, white color in one of the following products: Armstrong Fine Fissured RH90. Celotex Hytone Vantage 10. U.S.G.Interiors, Inc. Radar. 2.3.2 Vinyl -Faced Gypsum Panels (Food Preparation Areas - Bakery, Deli, and Meat including associated storage and sculleries) 24"x 24"x 1/2" or 24"x 48"x 1/2" (per drawings) with 2-mil stipple -pattern embossed white vinyl laminated to one side, surface burning characteristics - class A, as follows: Armstrong Duraclad Capaul Corp. Vinylrock Gypsum Ceiling Panels Celotex Vinyltone Gypsum Protectone Gold Bond Building Products Gridstone U.S.G.Interiors, Inc. Sheetrock "Climaplus" (3/4" thick, not 1/211) 2.4, Acoustic Insulation: The entire area above the ceiling in the Manager's Office, and the public and employees' Rest Rooms shall be insulated with 6" glass fiber insulation. 2.5. Openwork Systems, Utility Grid, and Space Frame Grid System Shop Fabrication and Finishing: 2.5.1 Shop Fabrication, General: 2.5.1.1 Perform shop fabrication to the greatest extent possible. Design of systems shall allow all welding operations to be completed in the fabrication shop. 2.5.1.3 Design of systems shall allow installation of utility runs in a manner which provides a neat, finished appearance. 2.5.2 Shop Painting: 2.5.2.1 Apply manufacturer's standard baked -on enamel to all surfaces, custom color as selected by Publix Architect. 2.5.2.2 Coat all accessories such as splice plates, etc. to match edge trim color. 2.5.2.3 Wrap or pack all painted items to protect them from scratching or other damage during shipment. Provide temporary protection for painted surfaces (i.e. peel-offfihn) to be removed only after all work adjacent to trim is in place. 3. Execution 3.1. Suspension System 3.1.1 The exposed grid system shall be installed in accordance with ASTM C636. Deflection of any component shall not exceed 1/360 of the span. Suspension systems shall be installed level and square by methods according to manufacturer's specification and firmly braced to hold position and to carry weight of fixtures, Refer to Drawings. 3.1.2 Perimeter angle molding shall be installed at the specified ceiling height at the intersection of the suspended ceiling and all vertical surfaces. 3.1.3 Cooperate with other trades as required for fixture installation to see that proper support and spacing is obtained. 3.1.4 Provide two #10 safety wires per metal halide and fluorescent fixture, attached to joists at proper location as coordinated with electrical contractor. (Electrical Contractor shall attach to fixture.). 3.2. Lay -In Panels 3.2.1 Acoustical file shall be installed under temperature and humidity conditions closely approximating those which will exist when the building is occupied. 3.2.2 Application shall not begin until all roofing work has been completed and building completely enclosed. 3.2.3 All windows and doors shall be in place and glazed. Plastering and concrete work shall be completed and allowed to dry before the installation of acoustical tile. 3.2.4 Board shall be carefully fitted around diffusers and other ceiling outlets and fixtures. Cooperate with sprinkler, mechanical and electrical contractors to coordinate work. 3.3. Field Painting 3.3.1 Above the Openwork Grid, where color of panels is other than white, spray paint grid to match panel color before panels are installed. Use line of edge trim of the Openwork System to determine limits of painting. 3.3.2 In the area where white panels straddle the line of the Openwork System, paint area of panel inside the Openwork System to match factory -colored panels. End of Section 09 50 00 Section 09 6519 Resilient Tile Flooring 1. General: 1.1. This Section also contains information normally found in Section 09 65 13 Resilient Base & Accessories. 1.2. Submittals: 1.2.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 2. Products: 2.1. Vinyl Composition Tile (VCT): Manufacturer, series, and color as indicated on Drawings. 2.2. Vinyl Treads and Risers: Roppe Tile. See drawings for color and series. 2.3. Vinyl Base: 2.3.1 Provide 4" x 1/8" gauge vinyl coved wall base, with all outside comers pre- formed. 2.3.2 Adhesive: manufacturer's wall base adhesive. 2.3.3 Acceptable Manufacturers: Armstrong Burke Flooring Products Flexco Johnsonite Maddanburg-Duncan Mannington 2.4. Reducer strips: 4" vinyl straight base, color to match primary color of adjacent VCT. 2.5. Epoxy Adhesive: Armstrong S-230 two-part epoxy or equal as recommended by tile manufacturer and approved by Publix. 2.6. All other applications: Mapei G19 Low VOC Urethane or equal as recommended by file manufacturer and approved by Publix. 2.7. Accessories and miscellaneous items: Provide all accessory items required for a complete installation. 3. Execution: 3.1. Pre -Installation: 3.1.1 Inspect substrate to determine satisfactory conditions. A satisfactory substrate surface is defined as one that is smooth and free from cracks, holes, ridges, coatings preventing adhesive bond, and other defects impairing performance or appearance. 3.1.2 Do not proceed with resilient flooring work until substrate surfaces are satisfactory. 3.2. Vinyl Composition Tile: set with epoxy adhesive in restrooms (and where occurs in remodels, within 4'-O" of all refrigerated cases and coolers). Elsewhere use non - epoxy adhesive as specified. Alternate tile pattern direction. 3.3. Vinyl Base: Vinyl base in sales area is required only on exposed walls, i.e. on walls which do not have cases in front of them. Extend base one foot behind cases. Wall shelving requires base behind for full length. Use manufacturer's recommended adhesive. End of Section 09 6519 Section 09 67 23 Resinous Flooring 1. General 1.1. Scope: 1.1.1 The work shall consist of the substrate, the furnishing and the application of a Methyl Methacrylate (MMA) based self -leveling seamless flooring system with decorative chips. This system shall include a 6 inch cove and non-skid aggregate in specified areas. 1.1.2 Provide system in compliance with requirements of United States Department of Agriculture (USDA), Food and Drug Administration (FDA), and local Health Department. I.1.3 The system shall have the color, texture and thickness specified by the Owner. It shall be applied to the prepared areas(s) as defined in the plans strictly in accordance with the Manufacturer's recommendations. 1.2. Job Conditions: 1.2.1 Do not begin application until roofing operations have been completed, ceiling and ducts painted and FRP panels and wall tile installed.. 1.2.2 Floor drains are to be set 3/16 inch above finish concrete slab elevation. 1.2.3 Application may proceed when substrate temperatures are between 400 F and 95' F, providing the substrate temperature is above the dew point. Outside of this range, the Manufacturer shall be consulted. Application will proceed when the vapor/moisture emission rate from the slab is less than and not higher than 316/1000 ft2 over 24 hours. The test method is ASTME 1869-98 "Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride." 1.2.4 The Applicator shall ensure that adequate ventilation for the work area. This shall include the use of fans and smooth bore tubing and closure of the work area. The ventilation is to be installed as to create a negative pressure in the work area, defined as removing air from the area and not blowing air into the area. 1.2.5 The Applicator shall be supplied with adequate lighting equal to the final lighting level during the preparation and installation of the system. 1.2.6 All open flames and spark -producing equipment shall be removed from the work area prior to commencement of application. 1.2.7 "No Smoking" signs shall be posted at the entrances to the work area. 1.2.8 Protection of installed work shall begin immediately upon completion of each part. Do not allow material which can mar or stain to come into contact with the floor. Protect floor from wheeled traffic and other activities which might cause permanent damage. 1.2.9 Clean floor daily. 1.2. 10 The Applicator shall be provided with adequate disposal facilities for non- hazardous waste generated during installation of the system. 1.3. Tests: Perform flooring manufacturer's standard bond test. 1.4. Quality: 1.4.1 Manufacturer: 1.4.1.1 Submit LOI in accordance with Section 0133 00 Submittal Procedures. 1.4.1.2 The Manufacturer shall have a minimum of 10 years experience in the production, sales and technical support of industrial flooring and related materials. 1.4.1.3 Material Manufacturer shall be approved by Publix. qualified material manufacturer representative shall be present during installation of system. 1.4.2 Applicator: 1.4.2.1 The applicator shall be approved by Publix Architect and the flooring manufacturer. 1.4.2.2 The Applicator shall have been trained by the flooring system Manufacturer in all phases of surface preparation and application of the product specified. 1.4.2.3 Applicator shall have 5 years experience in use of required equipment and application of specified flooring system. Submit proof of experience in work of similar scope. 1.4.2.4 Publix reserves the right to refuse any applicator with or without cause. 1.4.2.5 Approved MMA applicators: Balmar Corp., Conyers, GA Dura Bond Company, Miami, FL Federal Technical Services, Marietta, GA Nightengale Resurfacing, Palm Beach Garden, FL Piedmont Industrial Coatings, Piedmont, SC Surface Systems, Greer, SC Fluid Floors, Inc., Marietta, GA 1.4.3 Personnel: 1.4.3.1 Employ an experienced superintendent trained by the system manufacturer to oversee all operation. 1.4.3.2 Work shall not proceed without adequate supervision present at all times. 1.4.3.3 Utilize workers with skills in proportion to complexity of tasks required. 1.4.3.4 Publix reserves the right to reject personnel with or without cause. 1.4.4 Quality Standards: 1.4.4.1 Work will be judged by Publix in comparison to work of similar types. 1.4.4.2 Substandard construction as judged by Publix Representative or Flooring System Manufacturer's Representative will not be accepted. 1.4.4.3 Comply with Manufacturer's installation guidelines for Publix. 1.4.4.4 Neatness Counts. Make all joints with proper care to insure that tight connections are made without excess material, well bonded to substrate. 1.4.4.5 Publix reserves the right to refuse any applicator with or without cause. 1.4.5 Warranty: 1.4.5.1 All seamless MMA flooring and wall base work against defects in material and workmanship for a period of two years. Work found to be defective during that time shall be replaced at no cost to the Owner. A written warranty shall be provided. 2. Products 2.1. Approved Manufacturers: 2.1.1 Duraflex, Inc. 95 Goodwin Street Phone: (860) 528-9838 East Hartford, CT 06108 Fax: (860) 528-2802 2.1.2 Specialty Resin Systems Waterbury, CT. 2.1.3 Res-Tek, Inc. 2000-F Cobb International Blvd. Phone: (770) 427-4034 Kennesaw, GA 30152 Fax: (770) 427-4037 2.2. Materials: Methyl Methacrylate (MMA) Acrylic Reactive Resin System components. 2.2.1 The primer shall be 100% reactive, MMA-based, two -component resin capable of full cure in 45 minutes at 68' F and equal to Dur-A-Flex, Inc. Cryl-A-Prime P-101. . 2.2.2 The topping shall consist of 100% reactive, acrylic -based, two -component resin capable of full cure in less than one hour at 681 F and equal to Dur-A- Flex, Inc. Cryl-A-Glaze G-201. 2.2.3 A filler component consisting of graded silica sands and other inert fillers equal to Dur-A-Flex, Inc. SL Filler Blend. 2.2.4 The topcoat shall be a 100% reactive, MMA-based, two -component resin capable of full cure in less than one hour at 68' F and equal to Dur-A-Flex, Inc. CryI-A-Top T-301. 2.2.5 The non-moving control joints shall be filled with a 100% reactive MMA- based, two -component resin mixed with approved clean, dry aggregate blend capable of full cure in less than one hour at 68' F and equal to Dur-A-Flex, Inc. Cryl-A-Glaze G-202 and SL Filler Blend 2.2.6 The cove shall be a 100% reactive MMA-based, two -component resin mix with approved clean, dry aggregate capable of full cure in less than one hour at 68' F and equal to Dur-A-Flex, Inc, CryI-A-Cove. 2.2.7 The decorative chips shall be of the 1/4 inch size and be composed of the Publix Special Blend Color and equal to Dur-A-Flex, Inc. 1/4 inch Decorative Chips. 2.2.8 Flake broadcast system - "Publix Gray" system: Self -leveling topping, color white. 18% Eggshell White 3.5% Silver Grey 54% Khaki 3.5% Grey 3.5% Light Grey 3.5% Winter Grey 14% Battleship Grey 2.2.9 Flake broadcast system - "Publix Beige" system - Self -leveling topping, color white. 20% Fawn Beige 14% Eggshell White 3% Silver Grey 43% Khaki 3% Grey 3% Light Grey 3% Winter Grey 11% Battleship Grey 2.2.10 The anti -slip aggregate shall be size #30 white aluminum oxide. 2.3. Delivery and Storage: 2.3.1 All components of the system shall be delivered to the site in the Manufacturer's packaging, clearly identified with the product type and batch number. 2.3.2 The Applicator shall provide a storage area for all components. The area shall be cool, dry, out of direct sunlight and in accordance with the Manufacturer's recommendations and relevant health and safety regulations. 2.3.3 Copies of Material Safety Data Sheets (MSDS) for all components shall be kept on site for review by the Engineer or other personnel. 3. Execution 3.1. The Applicatorand General Contractor shall agree upon a schedule for coordination between traces working in the area which is to receive the system. 3.2. Preparation 3.2.1 Protect all work in place by draping or masking as required, Provide protection for all adjacent surfaces. 3.2.2 New concrete shall have cured a minimum of 28 days in accordance with ACI- 308. 3.2.3 Sealins and curing agents are not to be used. 3.2.4 New and existing concrete surfaces shall be free of oil, grease, curing compounds, loose particles, moss, algae growth, laitance, friable matter, dirt and bituminous products. 3.2.5 The substrate shall be sounded and all spalls repaired prior to placement of the prime coat. Spalls shall be repaired with compatible rapid cure concrete patch materials (CryI-A-Tex or equal) per the Architect's and Manufacturer's recommendations. 3.2.6 Cracks that appear as a result of concrete shrinkage are to be repaired in one of the following methods dependent on the width of the crack. 3.2.6.1 Hairline cracks, equal to or less than 1/16 inch in width: Vacuum cracks, as they must be clean, dry and free of dust and dirt. Pour properly mixed MMA primer, such as CryI-A-Prime P-10 or equal, into crack and keep applying until crack is totally filled. This may require 2 or 3 applications. 3.2.6.2 Cracks greater than 1/16 inch are to be routed out to a width of 1/4 inch using a proper crack chasing tool and vacuum to remove all dust. Prime the crack with MMA primer. The crack is to be filled with a 100% reactive MMA-based, two -component resin mixed with approved clean, dry aggregate blend capable of a full cure in less than one hour at 68' F and equal to Dur-A-Flex, Inc. Cryl-A-Glaze G 202 and SL Filler Blend. 3.2.7 There shall be no visible moisture present on the surface at the time of application of the system. Compressed, oil -free air and/or a light passing of a propane torch may be used to dry the substrate. 328 When the perimeter of the substrate to be coated is not adjacent to a wall or curb, a minimum 1/4 inch key cut shall be made to properly seat the system, providing a smooth transition between areas. This detail cut shall also apply to drain perimeters and expansion joint edges. 3.2.9 Concrete surfaces on grade shall be constructed with a vapor barrier to protect against the effects of vapor transmission and possible delamination of the system. 3.3. Mechanical surface preparation: 3.3.1 Shot blast all surfaces to receive a flooring system with a mobile steelshot, dust recycling machine (Blastrae or equal). 3.3.2 Surfaces inaccessible to the mobile shot blast machines shall be mechanically abraded to the same degree of cleanliness, soundness and profile using diamond grinders, needle guns, bush hammers or other suitable equipment. 3.3.3 All surface and embedded accumulations of paint, toppings, hardened concrete layers, laitance, power trowel finishes, and other similar surface characteristics shall be completely removed leaving a bare concrete surface having a profile similar to 40 grit sandpaper and exposing the upper fascia of concrete aggregate. 3.3.4 Random tests for adequate bond strength shall be conducted on the substrate, in accordance with the Manufacturer's recommendations, at a minimum frequency of three tests per 10,000 ft2. Smaller areas shall receive a minimum of three tests. 3.3.5 Based on the test results, additional substrate preparation may be required before proceeding with the installation of the system. 3.4. Application: 3.4.1 The system shall be applied in six distinct steps as listed below: Substrate preparation Priming Publix. SUPE R MARKETS CORPORATE OFFICES FACILITIES DESIGN BOX A07, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REGA 1881 SC. REG, 7477 AL. REG.623A JOHN W. KITCHENS, PE CIVIL/STRUCTURAL- FL. REG. 45277 GA. REG. 020251 SC. REG.16340 AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG, 51959 CA.REG.27740 SC. REG. 21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL. REG. 43889 GA. REG. 021246 SC- REG. 16521 AL REG. 20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL- FL. REG.54781 GA. REG.31882 SC. REG.25591 AL. REG. 28469 TN. REG. I]1382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL. REG.54085 GA. REG. 025636 SC. REG. 19743 AL. REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL- FL. REG.59422 GA_ REG. 31492 SC. REG. 25290 AL REG. 28079 Q COPYRIGHT 200E PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54.4 DRAWING TITLE: Version 07.2 Filling of control joints Cove installation T in overl lication with decor five chi s oPP f� aY �p a p Topcoat application and anti -slip aggregate where applicable 3.4.2 Immediately prior to the application of any component of the system, the surface shall be dry and any remaining dust or loose particles shall be removed using a vacuum or clean, dry, oil -free air. 3.4.3 The handling, mixing and addition of components shall be performed in a safe manner to achieve the desired results in accordance with the Manufacturer's recommendations. 3.4.4 The primer shall consist of one coat with an overall coverage rate of 80-110 ft2/ gal by brush or roller application. 3.4.4.1 Porous concrete may require a second coat of primer should the first coat be absorbed. 3.4.5 Control Joints: The properly mixed material is to be poured into the control joint and finished off flush with the adjacent floor. 3.4.6 Cave: 3.4.6.1 A 3/16 inch zinc -coated metal cove strip is to be used as the top termination strip. 3.4.6.2 The cove is to be applied using a proper radius cove tool. 3.4.6.3 After the cove has cured, a pigmented coat of CryI-A-Glaze G-201 or equal shall be brushed or rolled onto the cove and broadcast to excess with decorative chips. 3.4.6.4 After the cove has fully cured, coat with two coats of topcoat, making sure to apply over the top of the zinc strip to completely seal the back of the strip. 3.4.6.5 Backerboard (1/4 inch plexiglass or 1/2 inch cement board) may be required with non -compatible materials for proper bond. The top of the backerboard shall be cut at an 450 angle to create a beveled edge for the cove base. Grind back cove surface to ensure proper bonding. 3.4.7 Topping: 3.4.7.1 The topping shall be applied as a self -leveling system as specified by the Architect. The topping shall be applied in one lift with a nominal thickness of 1/8 inch. 3.4.7.2 The topping shall be comprised of two components: 1) a resin and filler; 2) a hardener powder that is to be added in accordance with the Manufacturer's recommendations. 3.4.7.3 Immediately upon raking and/or troweling into place, the topping shall be degassed with a porcupine roller. Broadcast the 1/4 inch Chips (Publix Blend) on the surface of fresh material at a rate of 0.1 lb/ft2. Auer cure, remove excess chips by blowing, sweeping and/or vacuuming. Brash floor with specified brush. Do not reuse swept chips. 3.4.8 Topcoat: 3.4.8.1 The topcoat shall consist of two coats. 3.4.8.1.1 The first topcoat shall be applied at the rate of 80 ft2/ gallon. Where required, the anti-skid aggregate (aluminum oxide, #30 grit) shall be applied at a rate of 2.0 lb/100 ft2 into the first topcoat. 3.4.8.1.2 The first topcoat will be allowed to cure then sanded with #36 grit paper to give the desired finish texture. This is not done in areas that require anti -slip aggregate. 3.4.8.1.3 Cute 45-60 minutes between coats. 3.4.8.1.4 The second topcoat is applied at 90-110 W/gallon. 3.4.9 Thickness: 3.4.9.1 Total system thickness shall equal approximately 3/16 inch. 3.4.10 Cleaning and Protection: Take necessary steps to keep work in place clean and free from damage by ongoing construction activity. Repair defects as required, using flooring system manufacturer's recommended procedures. 3.5. Final Cleaning 3.5.1 The retail area is to be scrubbed and rinsed as close as possible (night before) to the store opening. The work is to be done with automatic scrubbers such as Tennant walk behind automatic scrubber. 3.5.1.1 A sodium hydroxide base cleaner mixed at a ratio of 10 parts clean water to 1 part soap is to be used. Have clean brushes and pads installed. At a slow speed dispense soap onto floor with the vacuum squeegee feature not operating. 3.5.1.2 Allow soap solution to sit for 20 minutes. Re -scrub and vacuum. 3.5.1.3 Rinse with a second machine and a solution of 30 parts water to 1 part vinegar. Dispense rinsing soultion and vacuum immmediately. 3.5.1.4 Polish area with high speed buffer and pads. End of Section 09 67 23 Section 09 68 00 Carpet 1. General 1.1. Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.2. Warranties: 1.2.1 Carpet Type I: Manufacturer's standard 3 year pro -rated warranty. 1.2.2 Carpet Type II: Manufacturer's standard wear/colorfastness 10 year warranty. 1.2.3 Carpet Type III: Manufacturer's standard 3 year pro -rated warranty. 1.2.4 Installation: I year labor and material against all defects. 2. Products 2.1. Carpet Type I: Manufacturer/Distributor: Charles van Gelder. Contact: Greg Griffin. Phone: (864) 527-3148 or (864) 430-3997. Series: Senator (Soft -Step with anti -fatigue backing). Color: Oak Charcoal. 2.2. Carpet Type H - Not Used. 2.3. Carpet Type III: Manufacturer/Distributor: Charles van Gelder. Contact: Greg Griffin.. Phone: (864) 527-3148 or (864) 430-3997 Series: Dominator. Color: Mid -Grey. Back: Moisture dissipating secondary back, with anti -microbial agent: lifetime application 2.4. Transition Strips (use over existing vinyl tile, terrazzo, or concrete, and where carpet is used over new terrazzo): 2.4.1 Aluminum Base: Extrusion designed to be fastened to floor with a channel to receive transition strip. 2.4.2 Transition Strip: 3 1/2" (nom) width tapered to provide gradual change in thickness. Manufacturer: Gradus Series: RT84 with AFT45 base 3. Execution 3.1. General: All applicators and field personnel shall be fully trained and familiar with manufacturers' application procedures. 3.2. Tile Installation 3.2.1 Design layout of tiles so that the edges abutting walls, equipment, etc. are formed with pieces large enough to prevent them being easily dislodged. At transition strips, provide first course of whole tiles abutting strip. 3.2.2 Install tile in a "diamond pattern". 3.2.3 Fit around all cases and other permanently installed fixtures. Trim tiles for tight installation. 3.3. Roll Goods 3.3.1 Design layout to minimi �e seams; where spaces are less than the width of the roll, provide seamless installation. 3.3.2 Glue down directly to slab, following carpet manufacturer's recommendations. End of Section 09 68 00 Section 09 9100 Paints 1. General 1.1. Submit LOI in accordance with Section O1 33 00 Submittal Procedures. No samples or product cut sheets will be required prior to pre -painting conference (see Article 4.1 below). 1.2. Factory and shop applied painting: Apply as specified in sections governing the item required. 1.3. Field Painting: 1.3..1 Generally, paint all visible surfaces of all items both interior and exterior, and where needed for protection of materials from moisture damage. 1.3.2 Apply single coat of primer or wall paint on surfaces subject to accumulation of dust and dirt; that is, door tops and other places where appearance is not critical. 1.3.3 Where there is no indication for specific selections, match color and gloss of adjacent finishes, using coatings of the type recommended by the coating manufacturer in writing and approved by the owner 1.3.4 Interior and exterior materials: Concrete Portland cement plaster Masonry Woodwork (includes back -priming all wood siding, and interiors of millwork). Gypsum wallboard Steel and other ferrous metals including galvanized steel. 1.3.5 Specifically excluded from field painting: Where concealed by ceiling: Structural steel, steel joist girders and joists, metal roof deck, and interior electrical and mechanical work Concrete walks; if remodeling work requires reconditioning of previously painted walks notify Architect. 1.3.6 Materials and equipment not to be painted. Items of equipment furnished with complete factory finish, except for items specified to be given a finish coat under this Section. Non-ferrous metals, except for items specified and/or indicated to be painted. Prefinished sheet metal. Finished hardware, excepting hardware that is factory primed. Electrical panels. 1.3.7 Surfaces not to be painted shall be left completely free of droppings, overspray and other accidentally applied materials resulting from painting work. 1.4. Paint Materials: 1.4.1 Deliver all paint, varnishes, enamels, lacquers, stains and similar materials in the original containers with the seals unbroken and labels intact and with the manufacturer's instructions printed thereon. 1.4.2 Paint shall arrive on the job color -mixed except for tinting of undercoats and thinning. All thinning and tinting materials shall be as recommended by the manufacturer for the particular material to be thinned or tinted. 1.4.3 All mixed colors shall match the color selection made by the Architect. Verify prior to application of the coating. 1.5. Storage of Materials: 1.5.1 Store all materials used on the job in a single place designated by the General Superintendent or Architect. 1.5.2 Keep storage areas clean and free of debris. Take special care to remove all items which present danger of fire daily. 1.5.3 Do not store materials in walk-in coolers and freezers. 1.6. Inspection of Surfaces: 1.6.1 Examine surfaces carefully before starting. Note defects which are not reparable by ordinary means and notify Architect and General Contractor in writing. Work shall not proceed until such damages are corrected. L6.2 Commencement of work in a specific area will be construed as acceptance of the substrate. 1.7. Job Conditions: 1.7.1 Before painting is started in any area, broom clean and remove dust. 1.7.2 Until paint is fully dry, broom cleaning will not be alloy. , ;, u,e commercial vacuum cleaning equipment. 1.7.3 Provide adequate illumination for judging colors and finish quality in areas where painting operations are proceeding. 1.8. Cooperation with other trades: Schedule painting work with other trades. Do not proceed until all affected work is in place, and, where required, protected from painting operations. 2. Products 2.1. Manufacturer: 2.1.1 Only Sherwin Williams products will be accepted. If a product is needed which is not produced by Sherwin Williams, notify Puiblix Architect. 2.1.2 SW will be used to designate Sherwin Williams throughout this Section. 2.1.3 Publix's intent is to utilize products that are low in Volatile Organic Compounds (VOC). Where possible, product selection has been made to achieve this. Substitution of older type materials which contain solvents will not be allowed unless specifically directed by Publix's Architect. 3, Execution 3.1. Workmanship, General: 3.1.1 Only skilled mechanics shall be employed. Apply by brush and roller and/or spray. Spray painting will be back rolled 3.1.2 Protect work in place at all times, and protect all adjacent work and materials by suitable means. 3.1.3 In remodeling operations, where electrical panels were previously painted, paint to match surrounding wall. 3.1.4 All materials shall be applied under adequate illumination. Evenly spread and smoothly flow on to avoid runs, sags, holidays, brush marks, air bubbles and excessive roller stipple. 3.1.5 Provide complete coverage and hide. Where color, stain, or undercoats show through final coat of paint, the surface shall be covered by additional coats until the paint film is of uniform finish, color, appearance and coverage. 3.1.6 All coats shall be adequately dry in compliance with manufacturer's recommendations before applying succeeding coats. 3.1.7 Wood surfaces to be stained shall appear uniform in shading with color variations caused only by the natural wood grain. 3.2. Preparation of Surfaces: 3.2.1 Surfaces shall be clean, dry and adequately protected from dampness. 3.2.2 Surface shall be free of foreign materials which will adversely affect adhesion or appearance of applied coating. 3.2.3 Mildew shall be removed and the surface treated in accordance with the coating manufacturers recommendations. 3.2.4 Wood: 3.2.4.1 Sand to smooth and even surface, then dust off. 3.2.4.2 Apply pigmented shellac to all knots, pitch and resinous sapwood prior to application of specified primer coats. 3.2.4.3 After priming coat has dried, putty or spackle all nail holes, cracks, open joints and other defects. Putty shall be colored to match primer, ifputty is not compatible with finish, spot prime puttied areas. 3.2.5 Drywall: Fill all minor irregularities with spackling paste and sand to a smooth level surface. Exercise care to avoid raising nap of paper. 3.2.6 Concrete, Masonry and Stucco 3.2.6.1 Patch large openings and holes and finish flush with adjacent surface. After priming, fill remaining small holes with prepared patching material. 3.2.6.2 Remove form oil from poured -in -place concrete with form oil solvent, or other operations as required for complete removal. 3.2.6.3 Do not paint until surfaces have cured for 28 days and are dry. 3.2.7 Ferrous metal surfaces 3.2.7.1 Remove dirt, dust and surface contaminants. Clean per SSPC-1 and use Simple Green and water solution, wipe dry with clean cloths. 3.2.7.2 Remove rust, mill scale and defective paint down to sound surfaces or bare metal using scraper, sandpaper or wire brush as necessary. 3.2.7.3 Touch up all bare metal and damaged shop coats with specified shop coat primer. 3.2.8 Galvanized metal surfaces: Remove dirt and grease with non -hydrocarbon cleaner (e.g. "Simple Green" reduced to no more than 30:1 with water, 4 oz. Simple Green to 1 gallon water.) Use a low pressure sprayer to apply cleaning solution, wait a few minutes (not more than 20) before rinsing, if rinsing is not practical, then wipe with a damp cloth followed by wiping with a clean dry cloth. (If time allows, air dry may be substituted.) 3.2.9 Existing surfaces to be repainted (when and where applicable) 3.2.9.1 Where existing work is cut, patched, or added to, all new surfaces shall be painted or touched up to match existing work as closely as possible. 3.2.9.2 Existing work, where scheduled for repainting or where damaged by work of this Contract, shall be repaired and scraped or sanded to provide good adhesion for paint. Paint to match similar new work or existing work as appropriate. 3.2.9.3 Fiberglass Reinforced Paneling (FRP) (Remodels only): 3.2.9.3.1 Sand with 80-100 grit sandpaper. 3.2.9.3.2 Clean with Formula 409 All -Purpose Cleaner 3.3. Workmanship for Exterior Painting 3.3.1 Follow manufacturer's recommendations for job conditions and surface preparation. 3.3.2 Do not proceed with painting work when the surface temperature is below 50 degrees F (unless low temperature paint is being used. See 4.2.1. I)., while the surface is damp, or during rainy or frosty weather. Avoid painting surfaces while they are exposed to hot sun. 3.3.3 Exterior doors shall have tops, bottoms, and side edges finished the same as the exterior faces of these doors. 3.4. Workmanship for Interior Painting 3.4.1 Enamel or varnish finish applied to wood or metal shall be sanded with fine sandpaper and then cleaned between coats to produce an even surface. 3.4.2 Interior doors shall be sealed on the tops and bottoms with the prime coat only. Side edges of interior doors shall be finished as faces of these doors. 3.4.3 All closet interiors shall be finished the same as adjoining rooms, unless otherwise specified. 3.5. Caullring 3.5.1 Caulk between exposed masonry and steel frames. Caulk as required to close all mortar joints. 3.5.2 Joints and spaces to be caulked shall be clean and dry. Leave surfaces neat and clean. Caulk before final painting. 3.6. Clean -Up: 3.6.1 Upon completion of the work, remove all paint and varnish spots from floors, glass and other surfaces. 3.6.2 Remove from the premises all rubbish and accumulated debris. 3.6.3 Leave work in clean, orderly and acceptable condition. 4. Schedules 4.1. Pre -painting Conference 4.1.1 Five business days prior to start of ceiling painting meet at project site with Representative from General Contractor, Painting Contractor, SW and Publix Supermarkets. 4.1.2 Review requirements (contract documents), submittals, status of coordinating work, availability of materials, proposed schedule, requirements for inspections, proposed application procedures, surface preparation, record discussion, including agreement or disagreement on matters of significance. 4.1.3 Furnish minutes of meeting to each participant. 4.2. Exterior Paint Schedule 4.2.1 Concrete Masonry (CMU) - Cinder or Concrete Block I st Coat - SW Loxon Block Surfacer - Waterbome - A24W200 16mils wet,8 mils dry 2nd and 3rd Coats - SW A-100 Satin Latex House and Trim- Waterborne - A82 Series. 4 mils wet,1.3 mils dry per coat 4.2.1.1 Color: Outside color as selected by Shopping Center Architect and approved by Publbe Architect. 4.2.1.2 Where store receives rear or side exterior portland cement plaster: See Section 09220 - Lath and Portland Cement Plaster, color as selected by Shopping Center Architect and approved by Publix' Architect. 4.2.2 Exterior Ferrous Metal (not aluminum or shop painted): 1 st Coat - Pro-Cryl Universal Water Based Primer B66-310 5-10 mils wet, 2-4 mils dry 2nd and 3rd Coats - SW DTM Semi -gloss - Waterbome - B66-200 Series. 6.5 mils wet, 2.5 mils dry per coat Color as indicated, or if not indicated, as selected by Publix Architect. 4.2.3 Exterior Doors and Jambs 1 st Coat - Pro-Cryl Universal Water Based Primer B66-310 5-10 mils wet, 2-4 mils dry 2nd and 3rd Coats - SW DTM Semi -gloss - Waterborne - B66-200 Series. 6.5 mils wet, 2.5 mils dry per coat Outside color as selected by Shopping Center Architect and approved by Publix' Architect; inside color as specified in interior paint paragraphs. 4.3. Interior Paint Schedule 4.3.1 Concrete Masonry (Back Rooms and Stair Wells) 1st Coat - SW Loxon Block Surfacer - Waterborne - A24W200. 16 mils wet, 8 mils dry 2nd and 3rd Coats - SW ProMar 400 Semi -Gloss - Waterborne - B31- W4400 Series.4 mils wet, 1.3 mils dry per coat 4.3.2 Concrete Masonry (Sales Area) 1 st Coat - SW Loxon Block Surfacer - Waterbome - A24W200. 16 mils wet, 8 mils dry 2nd and 3rd Coats - SW ProMar 400 Flat - Waterborne - B30-W4400 Series 4 mils wet, 1.2 mils dry per coat . (Provide Semi -gloss finish from finished floor to 8' A.F.F. at all walls facing the sales area.). 4.3.3 Concrete Masonry with Epoxy where indicated 1 st Coat - Loxon Block Surfacer - Waterbome - A24W200. 16 mils wet, 8 mils dry 2nd and 3rd Coats - SW Water Based Tile -Clad - 2 part Water Based Part A # B73-100, Part B # B73- V 100 4.3.4 Gypsum Wallboard (Sales Area): 1st Coat - SW PrepRite 200 Primer B28W200 4 mils wet, 1.1 mils dry 2nd and 3rd Coats - SW ProMar 400 Latex Flat - Waterborne - B30 W4400 Series. 4 mils wet, 1.2 mils dry per coat (Provide Semi -gloss finish from finished floor to 8' A.F.F. at all walls facing the sales area.). 4.3.5 Gypsum Wallboard in Back -rooms: 1st Coat - SW PrepRite 200 Latex Primer B28W200 / Sealer B51W20. 4 mils wet, 1.1 mils dry 2nd and 3rd Coats: SW ProMar 400 Semi -Gloss - Waterborne - B31-W400 Series. 4 mils wet, 1.3 mils dry per coat 4.3.6 Customer Service, Front Offices, Cash Room, General Office and Manager's Offices, Restroom Ceilings (where indicated as painted): 1 st Coat - SW PrepRite 200 Latex Primer B28W200. 4 mils wet, 1.1 mils dry. 2nd and 3rd Coats - SW ProMar 400 Latex Semi -Gloss - Waterborne - B3I- W400 Series. 4 mils wet, 1.3 mils dry per coat 4.3.7 Gypsum Wallboard behind Refrigerated Cases One Coat - SW PrepRite 200 Primer B28W200 4 mils wet, 1.3 mils dry 4.3.8 Plywood, Wood Shelving, Wood Base (Wainscot in back rooms): 1 st Coat - A100 Latex Wood Primer / Sealer B42W41. 4 mils wet, 1.4 mils dry 2nd and 3rd Coats - SW ProMar 400 Semi -Gloss - Waterborne - B31-W4400 Series. 4 mils wet, 1.3 mils dry per coat 4.3.9 FRP (Remodels only) I st Coat - ICI Gripper Primer 4 mils wet, 2 mils dry 2nd & 3rd Coats - SW Waterbased Catalyzed Epoxy - B70W211 6.5 mils wet, 2.5 mils dry per coat 4.3.10 Plenum Areas (In Bakery, around hoods, oven & supply or exhaust curtain wails where other finish is not indicated.) 1 st Coat - SW PrepRite 200 Latex Primer B28W200 4 mils wet, 1.1 mils dry 2nd and 3rd Coats - SW ProMar 400 Latex Semi -Gloss - Waterbome - B31- W4400 Series. 4 mils wet, 1.3 mils dry per coat 4.3.11 Interior Exposed Metal (Brush application - all metals except as allowed in spray applications listed below.) : 1 st Coat - Kem Kromik Universal Metal Primer - Solvent based - B50WZ 1. 6.0-8.0 mils wet, 3.0-4.0 mils dry 2nd and 3rd Coats - SW Superpaint Interior Latex Semi -Gloss - A88 series 4.0 mils wet, 1.6 mils dry per coat Color: To match adjacent wall. 4.3.12 Interior Exposed Metal : Structural steel and primed metal deck; electrical work; fittings, and other work; fire sprinkler piping; plumbing and gas piping; hangers, and other supports; other exposed items which are not factory finished): Spot Prime (all unprimed ferrous metal, field welds and rusted areas) - SW Kem Kromik Universal Primer B50WZ 1 6.0-8.0 mils wet, 3.0-4.0 mils dry 1 st and 2nd Coats - SW Super Save-Lite Dryfall Semi -glass B47W62 6.0 mils wet, 3.0 mils dry per coat 4.3.13 Interior Galvanized Metal: Ductwork,adjacent hangers and supports, refrigeration pans and mise. galvanized metal. (Spray application allowed over 13 ft. AFF only: Protect galvanized surfaces from alkyd coatings. See previous section for method of cleaning galvanized surfaces.): 1st Coat - SW DTM Acrylic Primer Finish B66W 1 5-10 mils wet, 2.5- 5 mils dry 2nd and 3rd Coats- SW ProMar 400 Latex Semi -Gloss - Waterborne - B31- W4400 Series 4 mils wet, 1.3 mils dry per coat See drawings for color selection. 4.3.14 Refrigeration Pipe Insulation 1 st Coat - SW DTM Semi -gloss - Waterborne - B66-200 Series. 6.5 mils wet, 2.5 mils dry 2nd Coat - SW DTM Semi -gloss - Waterborne - B66-200 Series. 6.5 mils wet, 2.5 mils dry 4.3.15 Fillers 4.3.16 Putty Paintable caulking - SW C-950 Acrylic. Spackling compound - SW C-50. All caulking and spackling shall be done after prime coat is applied. DAP "33" Glazing Compound End of Section 09 9100 Section 10 21 13 Toilet Compartments 1. General 1.1. Submittals: 1.1.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.1.2 Shop drawings showing plans, elevations, and attachment and hardware details. 2. Products 2.1. Manufacturers: Santana Comtec Capitol, Scranton, PA Mills/Bradley, Menomonee Falls, WI Global Steel Products Corp., Deer Park, NY 2.2. Construction: Partitions shall be 1" thick; all edges shall be machined to a radius of 0.250" and all sharp comers removed. Ail dividing panels and doors shall be 55" high mounted 14" A.F.F., or 5&" high mounted IT' A.F.F. 2.3. Color: See finish legend in construction documents for partition color. 2.4. Hardware: 2.4.1 Wall Brackets: Continuous full -panel -length extruded aluminum, brite anodized. 2.4.2 Head Rails: Extruded aluminum, brite anodized 2.4.3 Pilaster -Shoes: 20 ga stainless steel. 2.4.4 Hinges: Integral w/nylon & stainless pins, or 8-inch aluminum, brite anodized. 2.4.5 Latches: Aluminum, brite anodized. 2.4.6 Strikes: Aluminum, brite anodized. 2.4.7 Bumper/Hooks: Heavy chrome plated zamac. . 2.4.8 Pull (accessible stall only): Heavy duty chrome plated zamac. 3. Execution 3.1. Installation: Installation shall be in accordance with approved drawings and manufacturer's standard recommendations. 1. General End of Section 10 21 13 (Not used) Section 10 2213 Wire Mesh Partitions 2. Products 2.1. Chain Link Fence: 2.1.1 Provide galvanized chain link fencing where shown or scheduled. 2.1.2 2" mesh wire #9 W & M gauge with 3"d corner post max. and 2" top and bottom rails, and 1-5/8" horizontal intermediate rail and 2 1/2" line posts, 8' - 0" o.c. outer gate frame 1-5/8", inner frame 1-3/8' ; gate 3'-0" x T-0". All parts galvanized. Generator fence shall have a chain link top. 2.1.3 Provide fence around and over generator. Coordinate with size of generator with minimums as follows: Width - 10'-O" Side at building exterior wall - vandal proof Minimum clearance at one side - 3'-O" Minimum clearance at end - 3'-0" Sides - T-0" height. Top - full coverage. 2.1.4 Verify if fence is required around transformer vault and provide per power company specifications. 3. Execution (Not Used) End of Section 10 2213 Section 10 2813 Toilet Accessories 1. General 1.1. Submit LOI in accordance with Section 0133 00 Submittal Procedures. 2. Products 2.1. Toilet Accessories: 2.1.1 Mirror (mount above lavatory): 1/4" float glass, quality Q3 or better mirror with galvanized steel back, stainless steel frame and with theft proof mounting, 16"x 36". Bradley, ASI or Bobrick. (Model 781-1636) 2.1.2 Mirror (mount on back of all restroom doors) : 1/4" float glass, quality Q3 or better, polished edges, 19" x 42". Bradley, ASI or Bobrick. (Model 747-1842) 2.1.3 Grab Bars : 1 1/2" diameter satin finish stainless steel; one 36 inch at the rear and one 42 inch to the side of each handicapped toilet. Bradley `Baadex 812", or ASI or Bobriek equivalent. 2.1.4 Coat Hook : B-233 Bobrick or ASI 8425 or Bradley 917. 2.1.5 Baby Changing Station : Safe Strap Co. "Diaper -Depot Changing station," Model # 4304 - White. Furnished and installed by Publix. 2.1.6 Paper Towel Dispenser :Kimberly Clark Mode109302. Furnished and installed by Publix. 2.1.7 Seat Cover Dispenser : Kimberly Clark Model 09526. Furnished and installed by Publix. 2.1.8 Sanitary Napkin Receptacle :Rubbermaid Model 6140-00; in women's or family restrooms only. Furnished and installed by Publix. 2.19 Toilet Tissue Dispenser : Kimberly Clark Model 09566. Furnished and installed by Publix. 2.1.10 Trash Receptacle : "Slim Jim Top", Furnished by Publix. 2.1.11 Electric Hand Dryer-ASI Model 0160-Std. White. (Alternate for remodels only) 2.2. See mechanical drawings for Water Closet, Flush Valve Assembly, Urinal, and Lavatory specifications. 3. Execution 3.1. Installation: Install all toilet accessories securely to walls indicated. Provide and install all required wall reinforcements and blocking as necessary to install accessories. Grab bars shall be mounted to reinforced walls to withstand a point load of 350 pounds at any point. End of Section 10 2813 Section 14 24 00 Hydraulic Elevators 1. General 1.1. Scope of Work: Furnish all materials, labor, equipment and services necessary and incidental to complete installation of hydraulic elevators where indicated, implied on contract drawings, or as specified. 1.2. References 1.2.1 Comply with applicable building codes and elevator codes at the project site, including but not limited to the following: 1.2.1.1 ANSI A117,1, Buildings and Facilities, Providing Accessibility and Usability for Physically Handicapped People. 1.2.1.2 ADA/ADAAG, Americans with Disabilities Act/Americans with Disabilities Act Accessibility Guidelines. 1.2.1.3 FACBC, Florida Accessibility Code for Building Construction for buildings in Florida. 1.2.1.4 ANSLNFPA 70, National Electrical Code. 1.2.1.5 ANSI/NFPA 80, Fire Doors and Windows. 1.2.1.6 ASME/ANSI A17.1, Safety Code for Elevators and Escalators. 1.2.1.7 ANSUUL 10B, Fire Tests of Door Assemblies. 1.2.1.8 All other local applicable codes. 1.3. Seismic Design: Provide equipment according to Seismic zone as required for local conditions. 1.4. Submittals: 1.4.1 Submit LOI in accordance with Section 0133 00 Submittal Procedures. 1.4.2 Product Data: Submit manufacturer's product data for each system proposed for use. Include the following: 1.4.2.1 Signal and operating fixtures, operating panels and indicators. 1.4.2.2 Cab design, dimensions and layout. 1.4.2.3 Hoistway-door and frame details. 1.4.2.4 Electrical characteristics and connection requirements, electric controller, and emergency recovery unit. 1.4.2.5 Expected heat dissipation of elevator equipment in machine room (BTU). 1.4.3 Shop Drawings: Submit approval layout drawings. Include the following: 1.4.3.1 Car, guide rails, buffers and other components in hoistway. 1.4.3.2 Maximum rail blracket spacing. 1.4.3.3 Maximum loads imposed on guide rails requiring load transfer to building structure. 1.4.3.4 Loads on hoisting beams. 1.4.3.5 Clearances and travel of car. 1.4.3.6 Clear inside hoistway and pit dimensions. 1.4.3.7 Location and sizes of access doors, hoistway entrances and frames. 1.4.4 Operations and Maintenance Manuals: Provide manufacturer's standard operations and maintenance manual for each piece of equipment provided. 1.5. Quality Assurance 1.5.1 Manufacturer: Elevator shall be by one of the manufacturers named in this section. No exceptions are permitted. 1.5.2 Installer, Elevators shall be installed by the manufacturer. Coordinate with all trades. 1.5.3 Regulatory Requirements: Design, manufacture, and install in conformance with the standards listed above. 1.5.4 Permits and Inspections: Provide licenses, permits, inspections and tests needed to insure safe operation and to comply with all applicable regulations. 1.6. Delivery, Storage and Handling: Follow Manufacturer's instructions. 1.7. Warranty and service: One year unconditional Manufacturer's Warranty and service from receipt of certificate of occupancy.. 2. Products 2.1. System Description: Performance Requirements for Elevator 2.1.1 Type: Twin direct acting hydraulic cylinder without well holes. 2.1.2 Number of Stops: Two (2). 2.1.3 Number of Openings: Two (2) at Front 2.1.4 Rise: reference drawings 2.1.5 Rated Capacity/Speed: 25001bs @100 fpm (Typical) 3500 lbs @ 100 fpm (for 61 prototype only). 2.1.6 Minimum Car Inside: 6'-8" wide by 4'-3" deep. 2.1.7 Inside Cab Height: 8'-0". 2.1.8 Height Under Ceiling: 7'-0" 2.1.9 Entrance Width & Type: Single -Slide Bi-Parting Door Pair 3' 6" x T O". 2.1.10 Main Power Supply: 208 Volts + or - 5% of nominal, 3 Phase, with a separate equipment grounding conductor. 2.1.11 Lighting Power Supply: 120 Volts, 15 Amp, 60 Hz. 2.1.12 Stopping Accuracy: tl/4" under any loading condition or direction of travel. 2.1.13 Door Opening Time: 3.5 seconds. 2.2. Simplex Collective Operation: Microprocessor -based controller, operation shall be automatic by means of the car and hall buttons. If all calls in the system have been answered, the car shall park at the last landing served. 2.3. Car Operating Features 2.3.1 Full Collective Operation. 2.3.2 Single Speed Fan. 2.3.3 On/Off Light Switch. 2.3.4 Remote elevator monitoring ready. 2.3.5 Car -Stall Protection. 2.3.6 Firefighters' Service Phase I and Phase II. 2.3.7 Top of Car Inspection. 2.3.8 Solid State Starting. 2.3.9 Independent Service. 2.3.10 Battery Operated Emergency Return Unit 2.4. Door Control Features: 2.4.1 Door Operator: Manufacturer's standard. 2.4.2 Door control shall open doors automatically when car arrives at a landing in response to a normal hall or car call. . 2.4.3 Elevator doors shall be provided with a reopening device that shall stop and reopen the car door(s) and hoistway door(s) automatically should the door(s) become obstructed by an object or person. 2.4.4 Primary and Secondary Door Protection: Manufacturer's standard. 2.4.5 Door nudging operation shall occur if doors are prevented from closing. 2.5. Equipment: Machine Room Components 2.5.1 Th h drauli e c stem shall be Manufacturer s standard coin act desi suitable Y sY I► � for operation under the required pressure. 2.5.2 Manufacturer's standard microprocessor -based controller shall be provided, including necessary starting switches together with all relays, switches, solid- state components and hardware required for operation, including door operation, as described herein. A three (3) phase overload device shall be provided to protect the motor against overloading. 2.5.3 Manufacturer's standard manual lowering feature shall permit lowering the elevator at slow speed in the event of power failure or for adjusting purposes. 2.6. Equipment: Hoistway Components 2.6.1 Plunger(s) and Cylinder(s): Each cylinder shall be Manufacturer's standard constructed of steel pipe of sufficient thickness and suitable for the operating pressure. The top of each cylinder shall be equipped with a cylinder head with a drip ring to collect any oil seepage as well as an internal guide ring and self- adjusting packing. Each plunger shall be constructed of stainless steel tubing or pipe of proper diameter machined true and smooth with a fine polished finish. Each plunger shall be provided with a stop ring electrically welded to it to prevent the plunger from leaving the cylinder. Each plunger and cylinder shall be installed plumb and shall operate freely with minimum friction. 2.6.2 Manufacturer's standard sealed cylinder protection system shall be installed. The system shall provide a means to monitor the space between the PVC sleeve and cylinder wall and evacuate unwanted fluids, so as to prevent such fluids from remaining in contact with the cylinder. 2.6.3 Car Frame: Manufacturer's standard car frame shall be provided with adequate bracing to support the platform and car enclosure. The buffer striking plate on the underside of the car -frame platform assembly must fully compress the spring buffer mounted in the pit before the plunger reaches its lower limit of travel. 2.6.4 Platform, Heavy Loading Type, Puncture Resistant: The car platform shall be arranged to accommodate one-piece loads weighing up to 25% of the rated capacity, such as wheeled food carts, stretchers, x-ray equipment, etc. The platform shall be recessed 5/16" for flooring by others. 2.6.5 Car Guide Rails: Manufacturer's standard. 2.6.6 Spring Buffer: Manufacturer's standard. 2.6.7 Wiring: Wiring for hoistway electrical devices included in scope of the elevator system, hall panels, pit emergency stop switch, and the traveling cable for the elevator car. 2.6.8 Pit Ladder. Manufacturer's standard. 2.7. Cab Enclosure 2.7.1 Cab walls: Vertical non -removable panels, laminated front and back with plastic laminate. 2.7.2 Car Front Finish: Satin stainless steel. 2.7.3 Car Door Finish: Satin stainless steel. 2.7.4 Car top: Wood material clad on both sides with a natural finish aluminum panel. 2.7.5 Suspended ceiling: Aluminum eggcrate diffusers set in frame of extruded aluminum with fluorescent lighting fixtures. 2.7.6 Emergency Car Lighting: An emergency power unit employing a 12 volt, sealed rechargeable battery and totally static circuits shall be provided to illuminate the elevator car and provide current to the alarm bell in the event of building power failure. 2.7.7 Exhaust Fan: An exhaust fan shall be mounted on the car top. 2.7.8 Utility Outlet: 125V 15 amp with ground fault circuit -interrupter protection shall be furnished in the cab. 2.7.9 Handrail: Satin finish, 1/2" x 1-1/2", across the rear of the car enclosure. 2.7.10 Threshold: Aluminum. 2.7.11 Moving Pads: Manufacturer's standard protective pad hooks and quilted fire retardant protective pads. 2.8. Equipment: Hoistway Entrances 2.8.1 Frames: Manufacturer's standard. 2.8.2 Doors: Manufacturer's standard entrance doors 2.8.3 Fire Ratting: Entrance and doors shall be UL fire rated for 1-1/2 hour. 2.8.4 Entrance Finish: Satan stainless steel. 2.8.5 Entrance Markings: Entrance jambs shall be marked with 4" x 4" plates having raised floor markings with Braille adjacent. Markings shall be provided on both sides of the entrance. 2.9. Equipment: Signal Devices and Fixtures 2.9.1 Car-Operating Panel: Manufacturer's standard panel shall be provided containing all push buttons, key switches, and message indicators for elevator operation. Raised markings and Braille markings shall be provided for each push-button. 2.9.2 Panel shall contain a bank of illuminated buttons marked to correspond to the landings served, an, emergency call button, door open and door close buttons, and switches for lights, inspection and the;exhaust fan. Emergency call button shall be connected to a bell that serves as an emergency signal. All buttons shall have both raised and Braille markings. 29.3 Car Position Indicator: Manufacturer's standard. 2.9.4 Telephone Cabinet with Certificate Frame: Manufacturer's standard telephone compartment with necessary wires for the telephone shall be included in the. compartment and connected to the car traveling cable. 2.9.5 Manufacturer's standard telephone designed in accordance with ADAAG requirements shall be provided 2.9.6 Car Lantem and Chime: Manufacturer's standard. 2.9.7 Hall Fixtures: Manufacturer's standard 2.9.8 Fixture Finish: Satin stainless steel. 2.9.9 Landing Passing Signal: A chime bell shall sound in the car to tell a passenger that the car is either stopping at or passing a floor served by the elevator. 2.10. Acceptable Manufacturers (no substitutions allowed): Otis Elevator Company Schindler Elevator Company 3. Execution 3.1. Preparation: 3.1.1 Examine condition of substrates, supports, and other elements to which this work is to be attached or operated within. Do not proceed with work until unsatisfactory conditions are corrected 3.1.2 Field measure work -in -place to ascertain that all needed clearances and support provisions are properly sized and located for installation of equipment and services associated with the elevator system. 3.2. Installation: 3.2.1 Elevator manufacturer shall install all systems utilizing his own properly trained personnel. 3.2.2 Follow Manufacturer's installation instructions, shop drawings, and other literature exactly. 3.3. Demonstration: 3.3.1 At Substantial Completion inspection, make a final check of each elevator operation with the Owner or Owner's representative present. Determine that control systems and operating devices are functioning properly. 3.3.2 If remediation is required, correct all operational deficiencies before turning over to Owner. End of Section 14 24 00 Section 14 92 00 Pneumatic Tube Systems 1. General 1.1. Summary: The intent of this section is to describe work included in famishing the EAGLE AIR-LIFT pneumatic tube system. The work consists of f rnishing labor, materials and appliances necessary to complete the pneumatic tube system as described and specified herein, including tubing, bends, sending and receiving stations, power operating unit, lights, regulating units, carriers and necessary fittings and accessories for a complete operating system. 1.2. The system shall be a 4-inch and 6-inch, two-way pressure vacuum type installation arranged on the principle of one powered station with remote blower and one non- powered station. 13. Submittals . 1.3.1 Provide Submittals and LOI in accordance with Section O1 33 00 Submittal Procedures. 1.3.2 Provide manufacturer's literature describing system proposed for use. 1.3.3 Shop Drawings: At least two weeks prior to system fabrication, submit Shop Drawings, and other data to show compliance with specifications. 1.3.4 Indicate all erecti n o details, including installation instructions for all equipment and hardware, tubing connections, wiring diagrams, etc. 1.3.5 A binder of a pertinent manufacturer's product data and installation instructions, including layout, path, and power control hookup requirements. 1.4. Warranty: The contractor shall repair or replace any defective parts due to poor workmanship for a period of two (2) years. Travel expense shall be covered by the Contractor during the warranty period. Ordinary wear and tear, especially on carriers and landing pads, shall be excluded from this warranty. 2. Products 2.1. Powered Station (Cash Office): 2.1.1 The powered send and receive station body shall be fabricated from 16-gauge cold -rolled steel with scratch -resistant epoxy paint over a primed surface to ensure a permanent, hard finish. 2.1.2 The powered end station shall be furnished with a remote blower assembly, which will be installed above the cash office ceiling grid. 2.1.3 The door shall be made of 12-guage cold -rolled steel and sealed with a full size rubber compression -resistant door gasket with a clear vision panel. 2.1.4 A pushbutton activated timer will initiate actual carrier transmission and to determine blower "on" time. The timer will reset automatically after each transmission. 2.1.5 Station interiors shall have installed acoustical foam for noise absorption and additional cushioning for longer carrier life. 2.1.6 A green LED shall indicate that the carrier has positively arrived at the receiving station. 2.1.7 A landing pad shall be provided at the base of each station for cushioning. 2.1.8 Station electronics shall be industrial -quality, solid-state controls mounted on a plug-in PC board that can be replaced in minutes if necessary and include electronic system for precise blower shutdown. Wiring shall be color -coded. 2.1.9 The powered station shall be an up -send design. 2.1.10 A slow -down valve is to be provided for each drop to automatically exhaust air vacuum. A momentary switch shall be installed adjacent to each drop which will activate a timer to determine the duration of blower run. Each system/line shall have a switch. The timer is to automatically reset after each transmission. 2.2. Sub -Station (Pharmacy, Till Station and Customer Service Desk) 2.2.1 The sub -station send and receive terminals shall be made of the same material and finish and incorporate the same safety features as the powered station above. 2.2.2 A pushbutton actuated timer shall initiate actual carrier transmission and determine blower "on" time. The timer shall automatically reset after each transmission. 2.2.3 A green LED shall indicate that the carrier has positively arrived at the receiving station. 2.2.4 A key locked door handle shall be provided to prevent access to the send/ receive compartment when the station is not being used. 2.2.5 A landing pad shall be provided at the base of each station for cushioning. 2.2.6 A relief valve shall be provided for installation above the station to automatically exhaust excess air pressure for soft landing of carriers. 2.2.7 The sub -station shall be an up -send design. 2.2.8 Customer Service desk shall be serviced by the 6" tube system. All others shall be serviced by the 4" tube system. 2.3. Transmission Tube 2.3.1 Tubing shall be Eagle Pneumatic extruded plastic having an inside diameter of 4" or 6", manufactured specifically for pneumatic tube carrier transmission service. Tubing shall be cut square and be free from burrs and other imperfections. 2.3.2 Bends shall be made of the same material as straight tubing, formed on the centerline to a radius of 48" (24" and 36" are acceptable, if required). Bends are to be true circular cross -sections throughout and free of wrinkles or distortions. 2.3.3 All connections of tubing and bends shall be sealed with an approved compound. Care shall be taken in applying compound to avoid formation of beads or ridges on the inside at connections. All surpluses on the outside shall be wiped clean. 2.4. Carriers 2.4.1 The contractor shall furnish (4) 4" carriers per system for loads up to 5 pounds and distances of 2000 feet. Useful diameter shall be 3 1/4" with a length of 12 inches. 2.4.2 The contractor shall furnish (4) 6" carriers per system for loads up to 15 pounds and distances of 1000 feet. Useful diameter shall be 4 3/8" with a length of 12 inches. 2.4.3 Carriers are to be high -density polyethylene and have replaceable air sealing gaskets. 2.5. Controls: Low voltage control cable shall be supplied and installed by the contractor and tie -wrapped to the tubing or installed in conduit if required by code. 2.6. Power Operating Unit: Motors are to be 1 IOV, 60 Hz. A combination of motors may be used depending on the tube size and distance of installation. 110V power is required at the blower motor location. Multiple circuits may be required due to length or diameter. 2.7. Materials: The system shall be the latest standard design ofthe manufacturer and materials used for this installation shall be those established as the best suited for pneumatic tube service. 2.8. Approved Manufacturer: 2.8.1 Eagle Air -Lift, Pneumatic Dispatch System Eagle Pneumatic, Inc. 3902 Industry Blvd. Lakeland, FL 33811 1-800-237-8261 3. Execution 3.1. General: Follow manufacturer's instructions, approved shop drawings, and other literature exactly. 3.2. Layout: Confirm layout in the field with the Owner's representative prior to the installation. - 3.3. Tubing support 3.3.1 Clamps and Hangers: All tubing and bends shall be installed from ceilings and in risers and secured with steel clamps spaced no greater than 10'-O" O.C., unless deemed not possible or impractical due to lack of available space or any foreign material considered harmful. Horizontal runs shall be supported from the ceiling with 3/8" diameter hanger rods attached to clamps. On vertical runs, clamps for each tube at each floor shall be provided. Suitable expansion threaded rods shall be used for ceiling attachments. All tube lines shall be installed straight, level and plumb, where possible, and shall be securely held in place and shall be braced against any motion caused by passage of carriers. 3.3.2 Tubing shall be supported from the structural steel (Joists, beams, trusses, columns), to masonry walls and/or to stud walls containing the appropriate blocking. 3.3.3 Suitable expansion anchors shall be utilized for masonry wall attachment. 3.3.4 Each vertical station -drop shall have a stainless steel, no -hub type coupling (w/ rubber gasket) at the top. 3.4. Remote Blower Support 3.4.1 Remote blowers are to be located above the Cash Office ceiling. Coordinate with other trades to ensure an acceptable location and proper installation. 3.4.2 The contractor shall supply all labor and material for the proper installation of remote blowers. 3.5. Testing 3.5.1 Upon completion of installation, the Owner and the pneumatic contractor shall each appoint a representative to examine the workmanship and material and test the capacity of the system. 3.5.2 Upon completion of a satisfactory inspection and operation test, the purchaser will present the pneumatic tube contractor with a written final acceptance. 3.6. Maintenance Training: The Owner will select maintenance personnel to be trained for the general maintenance and troubleshooting of the system. The contractor shall conduct a performance test in the presence of the Owner and his maintenance personnel. The pneumatic tube system supplier is responsible for providing training and instruction to these personnel and shall schedule this instruction with the Owner's on -site representatives. 3.7. Work by Others: Electrical power. • pu iX. SUPER MARKETS CORPORATE OFFICES FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6805295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT- FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.11881 SC. REG.7477 AL. PEG.623A JOHN W. KITCHENS, PE CIVIL/STRUCTURAL- FL. REG. A5277 GA. REG.020251 SC.REG.16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG. 21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL. REG. 43889 GA. REG. 021246 SC. REG. 16521 AL. REG.20581 TN-REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL. REG.54781 GA. REG.31882 SC.REG.25591 AL. REG.28469 TN- REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL. REG.54085 GA_ REG. 025636 SC. REG.19743 AL. REG-23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL- FL. REG.59422 GA. REG. 31A92 i SC. REG.25290 AL. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX, SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES JAN PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54.4 DRAWING TITLE: Version 07.2 End of Section 14 92 00 Section 2100 00 Fire Suppression 1. General 1.1. Submit LOIs in accordance with Section O1 33 00 Submittal Procedures, 1.2. System Description: 1.2.1 Construction Documents indicate the Design of a Fire Sprinkler System that complies with the intent of Publix. Information contained in these Documents shall be the only basis for Bid. 1.2.2 Publix is the approver of all systems that are acceptable to Factory Mutual. However, Factory Mutual approval is a minimum requirement. Publix's requirements exceed those of Factory Mutual in many particulars. 1.2.3 Design Changes: 1.2.3.1 It is recognized that there are several ways to obtain the protection intended by Publb , and approvable by Factory Mutual Engineering. If changes can be made to the Design to achieve cost or time savings, these shall be submitted to Publix before requesting approval by Factory Mutual or the Authority Having Jurisdiction. 1.2.3.2 Work shall not begin on the assumption of approvability of changes to the Design. 1.2.3.3 If Publix approves design changes, submit Change Order request for inclusion in Contract. 1.3. Scope of Work: 1.3.1 Provide complete overhead sprinkler system as shown on the Drawings and described herein. 1.3.2 Make connection to the underground supply at the "Point of Service" as shown on the Drawings. 1.3.3 Provide back flow preventer and OS&Y Valve assembly at location shown in the Site Documents. 1.3.4 Locate Fire Department Connection as directed by the Authority Having Jurisdiction. 1.3.5 Provide Dry Pipe System for exterior heads at locations north of Florida State Highway 60, with under -canopy heads as indicated, and concealed heads as required. 1.3.6 Provide interconnections to systems provided under separate contract or by Owner. 1.3.7 Provide other systems and apparatus as needed for security of components, ease of access by Fire Fighters and Officials, and as required for a complete, integrated system. 1.4. Related Work by Others: 1.4.1 Connection to mains: 1.4.1.1 Underground fire water supply system shall be as approved by Factory Mutual Engineering Div. Atlanta, GA or Charlotte NC, including an acceptable outlet at a "Point of Connection" within 5 ft. of the building, lateral from the fire main or backflow preventer, funished and installed by outside utility Subcontractor. 1.4.1.2 All such Fire Sprinkler work shall be accomplished by a Fire Sprinkler Contractor duly registered in the state of the work, and qualified by experience in work of similar scope to that indicated in the Contract Documents. Such work shall include, but not be limited to, connections to mains, underground supplies, backflow preventers, valves, fittings and other appurtenances required to connect the water supply to the fire sprinkler system. 1.4.2 Central station alarm system, complete as shown on Drawings, furnished and installed under separate contract. 1.5. Design Requirements 1.5.1 Minimum requirements for the design, manufacture, testing and methods of installing all materials, apparatus, and equipment shall conform to the requirements of the Factory Mutual Engineering Div., Atlanta, Ga., or Charlotte, NC and to NFPA Standards 24 and 13. 1.5.2 Conform to the requirements of the local building code and the Authority Having Jurisdiction. If conflicts occur between the requirements of the above mentioned codes and authorities, the most stringent shall govern. 1.5.3 Obtain a Factory Mutual Engineering Assoc. flow test, performed within the previous 6 month time period, and ensure its acceptability by all Authorities Having Jurisdiction prior to basing calculations and proposal on the results of the test. 1.5.4 Provide inspector's test connection at most remote point from riser. Provide minimum 1 per riser. 1.5.5 Spacing of sprinklers shall not exceed 130 sq. ft. per sprinkler, without written permission from Publix. 1.5.6 Sprinkler location: All sprinklers shall be located as shown on Engineer's Drawings, and as required by codes, including vestibules and canopy attic areas. 1.5.7 Storage Areas; Ordinary Hazard Group II: Provide a hydraulically designed wet system to provide 0.25 gpm/sgft including the most remote 3000 sqft. Spacing of sprinklers shall not exceed 100 sq. ft. per sprinkler. 1.5.8 Sales Areas, Work Areas; Ordinary Hazard Group II: Provide a hydraulically designed wet system to provide 0.18 gpm/sgft for all areas including the most remote 2500 sq. ft. 1.5.9 Hydraulic calculations shall include a total allowance of 250 gpm for outside and inside hose streams. 1.6. Shop Drawings, Calculations and Approvals 1.6.1 Do not begin work until the shop drawings and calculations have been approved by Publix Super Markets, Factory Mutual, and by the Authority Having Jurisdiction. 1.6.2 Submit shop drawings and calculations simultaneously to the Publix Super Markets Engineer, Factory Mutual Engineering Assoc., Atlanta, Ga. or Charlotte, NC and the Authority Having Jurisdiction for approval. 1.6.3 Forward one copy of Factory Mutual's approved submittal to the Publix Super Markets Engineer for records purposes. 1.7. Quality: 1.7.1 Subcontractor: 1.7.1.1 The Fire Sprinkler Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. Work shall be performed by a firm licensed as a Class I or II Fire Sprinkler Contractor. 1.7.1.2 Upon request, Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the two years prior to bid opening. 1.7.1.3 Publix reserves the right to refuse any Subcontractor with or without disclosing cause. 1.7.2 Personnel: 1.7.2.1 Employ an experienced Superintendent to oversee all operation. 1.7.2.2 Work shall not proceed without adequate supervision present at all times. Foreman shall be a Journeyman Sprinkler Fitter. 1.7.2.3 Work shall be performed by workers certified in their trade as journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.7.2.4 Publix reserves the right to refuse assignment of workers to Publix work with or without disclosing cause. 1.7.3 Quality Standards . 1.7.3.1 Work shall be accomplished to ensure leak -proof installation. 1.7.3.2 Work will be judged by Publix in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted 1.7.3.3 Neatness counts. Make all joints, connections, unions, etc. with proper care to insure that tight connections are made without excess material, well secured to supports. 1.7.3.4 Install piping with runs straight, accurately formed radii at bends, and adequate supports. 1.8. Pressure Test: 1.8.1 Perform testing as required by Factory Mutual and Authorities Having Jurisdiction. Test results shall be certified by these agencies. 1.8.2 Asa minimum, test all piping and equipment under hydrostatic pressure of 200 pounds per square inch for a 2 hour continuous period. 1.8.3 Correct all defects revealed by test. 1.8.4 Retest as required until system is leak free under test conditions. 2. Products 2.1. Heads 2.1-1 All sprinkler heads shall be UL listed, Factory Mutual approved, and the product of one manufacturer. 2.1.2 Approved manufacturer's: Viking Victualic Tyco Reliable Globe 2.1.3 Sprinkler heads shall be standard response thermosensitive glass bulb style, standard pressure rated to 175 PSI. 2.1.4 Sprinklers with 1/2" orifices shall have 1/2" NPT connections, 17/32" orifices shall have 3/4" NPT connections, dry pendant heads shall have 1" NPT connections. 2.1.5 Areas with suspended ceilings: Use chrome recessed or semi -recessed type sprinklers rated at 155 degrees F. unless otherwise noted on the plan. 2,1.6 In areas with exposed structure: 2.1.6.1 Sales/Customer Areas: Use brass upright type sprinklers rated at 155 degrees F. Where suspended ceiling occurs use chrome pendant type sprinklers rated at 155 degrees F. Provide chrome two-piece escutcheons. 2.1.6.2 Storage, and other areas not used by customers: Use brass upright type, rated at 286 degrees F. 2.1.7 Cooler/Freezer Areas: Provide 155 degree F dry pendant sprinklers. Seal pipe penetration and insulate pipe to V-0" above top of cooler/freezer insulation panel. Minimum barrel length shall be 18". 2.1.7.1 Approved Manufacturer: Viking 2.2. Provide spare sprinkler heads and wrenches. Provide number of cabinets, spare sprinkler heads in locations required by NFPA 13 and Factory Mutual. Minimum cabinet size shall be for 12 heads. 2.3. Dry Systems: Where required by local authorities, the system shall be controlled by a separate wall or post indicator valve and dry pipe valve. Valves are to be equipped with an air compressor, low air trouble alarm, and supervisory switches. Control valves for either shall be located 4'-6" above finished floor. 2.3.1 Air compressors for dry systems will be direct drive, 208 volt, 3 phase, electric motor driven, air cooled, with thermal overload protection. Units shall be fully automatic, with a UL listed pressure switch, check valve and safety valve, oil - less piston compressor, and permanently lubricated bearings. Include air filters and riser mounting kits. 2.3.1.1 Approved manufacturer: General Air Products. 2.4. Back Flow Devices: Provide a Factory Mutual approved back flow device where required by local codes. At stores located north of Florida Route 60, set assembly in insulated below -ground concrete vault. 2.5. Inspector's test connection shall be piped to floor level on the inside of the building, then stubbed through the wall and piped to grade. Conform to requirements of NFPA 13 and Factory Mutual. 2.6. Riser assembly shall include alarm valve with DPDT water flow switch, water motor alarm, electrically supervised gate valve, main drain and pressure gauges. Water flow switch and tamper switch. Riser assembly shall be located in rear of store. All risers shall be interior risers. System control valve shall be a wall or post indicator type. 2.7. Provide pipe sleeves for all pipes passing through concrete floors and for all pipes passing through concrete and masonry walls. 2.8. Provide escutcheons for all exposed pipes passing through floors and walls. Escutcheons shall be chrome plated steel or stainless steel, two-piece hinged, fastened with set screw, size to suit. Where subject to corrosion (outside) use stainless steel only. 2.9. Tamper Switches: Provide Systems Sensor Supervisory switch OSY2 for outside screw and yoke gate valves, or PIBV2 for post indicator gate valves, to be wired by others. 2.10. All fittings shall be Factory Mutual approved and stamped and shall conform to the requirements of NFPA. # 13 and the Factory Mutual Approval Guide, except that no "slip" type fittings are to be used. 2.11. Piping: 2.11.1 Piping shall conform to the requirements of NFPA. #13 and the Factory Mutual Approval Guide. Piping may be grooved, threaded and/or welded if all components and methods are Factory Mutual approved. 2.11.2 Underground Service Piping: 2.11.2.1 Pipe: AWWA C900, PVC, AWWA C151, Ductile Iron Pipe 2.11.2.2 Fittings and Joints: AWWA C110 & C115, Ductile Iron Pipe ANSI B 16.1 Cast Iron Pipe, for sizes 3"-48". 2.11.3 Above ground Service Piping: 2.11.3.1 Sprinkler Piping: ASTM-A795 and ASTM A35 for black and hot dipped, zinc coated (galvanized) welded and seamless steel pipe. ASTM A135 for electric resistance welded steel pipe. 2.11.3.1.1 Exterior Wet/Dry Sprinkler Piping: Gavlanized steel. 2.11.3.1.2 Interior Wet Sprinkler Piping: Black steel. 2.11.3.1.3 Interior Dry Sprinkler Piping: Galvanized steel. 2.11.3.2 Pipe sizes 1%2" shall be Schedule 40. 2.11.3.3 Pipe sizes 2 1/2" - 6" shall be Schedule 10. 2.11.4 Fire Department Connection Piping: 2.11.4.1 Interior: Same as Interior Sprinkler Piping above. 2.11.4.2 Exterior: Same as Exterior Service Piping above. Where stubbed -up for connections above grade, use standard weight galvanized steel pipe with galvanized malleable iron screw fittings. 2.11.5 Drain Piping: Schedule 40 galvanized steel screwed pipe with cast iron drainage pattern screw fittings. 2.12. Valves: 2.12.1 Drain valves, test valves, and control valves shall be fitted with FM approved enamelled signs indicating their use. 2.12.2 Gate Valves 2.12.2.1 Non Rising Stem: 4" - 12", iron body, 1751b. service rating, flanged connections. UL listed, Factory Mutual approved. Bolted bonnet indicator, bolt patter, solid bronze or resilient wedge. Nibco F609 2.12.2.2 Outside Screw and Yoke: 4" - 12" iron body 2001b. service rating, flanged connections. UL listed, Factory Mutual approved. Epoxy coated interior/exterior. Pregrooved stem for supervisory switch, resilient wedge. . Nibco F607RW 2.12.2.3 Other approved manufacturer's: Mueller Kennedy Stockham 2.12.3 Alarm Check Valves: 3" - 8" iron body, 1751b. service rating, flanged or grooved connection. UL listed, Factory Mutual approved. Vertical mounted with complete trim for variable pressure. Bolted hand hole cover. EPDM rubber clapper seal. 2.12.3.1 Wet Alarm Check Valves: Central Model F or G Viking Model J-1 Reliable Model E 2.12.3.2 Retard Chambers: Central Model F Viking C-1 Reliable Model E-1 2.12.3.3 Dry Alarm Check Valves: Central Model C Viking F-1 Victualic Series 756 Firelock 2.12.3.4 Accelerators and Exhausters: Central Model A Viking Model E-1 Victualic Series 746 2.12.4 Double Check Detector Assembly: Iron body, 175 lb. service rating. UL listed Factory Mutual approved. Epoxy coated interior/exterior. Ductile iron or stainless steel clapper, EPDM rubber seal. Resilient wedge outside screw and yoke gate valves. FEBCO 856, Watts 77ODCDA - OSY - RW, or equal as approved by Publix Engineer. 2.12.5 Indicator Posts: Iron body. UL listed, factory Mutual approved for use with non -rising stem gate valves: NIBCO NIPIAJ upright post or NIP2AJ wall post Grinnell Kennedy Mueller Stockham 2.12.6 Drain Valves: Angle or globe type as required. Jenkins 108-A angle or 106A globe or equal as approved by Publix Engineer. 2.12.7 Check Valves: Factory Mutual approved swing check valves installed horizontally, iron body, bronze mounted, 175 pound service rating. 2.13. Riser and Fire Department Connection 2.13.1 Riser: Provide riser where indicated on the drawings. Riser shall have alarm valve, complete with valve trimmings, gauges, and all required accessory equipment. Provide approved electric flow switch where indicated on the drawings. 2.13.2 Inspector's Test Connection: 1" inspectors test valve, drain valve and pipe extending to drain indicated on drawings. System shall also be connected into the central fire alarm system. 2.13.3 Fire Department Connections: Factory Mutual approved flush type Fire Department connections 4" F.I.P.T. outlet and two 2-1/2" NSHT inlets with lettered nameplate. All exposed parts shall be rough brass and polished trim; plate shall be lettered "Automatic Sprinkler", "Fire Department Connections". 2.14. Gauges 2.14.1 Pressure gauges shall be installed as required by code, Factory Mutual approved 4 1/2" dial type, and shall have a maximum limit of not less than twice the normal working pressure at the point where installed. 2.14.2 Control valves, drain valves, check valves, identification tags and drain piping shall be approved for fire service and shall conform to the requirements set forth in NFPA. # 13. 3. Execution 3.1. General 3.1.1 Architectural and Structural Drawings shall be used for building construction, dimensions and specific locations. 3.1.2 Perform all cutting and fitting required for work of this Section in rough construction of the building, and in areas of existing buildings and structures as required by alterations and connections to existing. 3.1.3 All patching of finished construction ofnew and existing buildings shall be by the General Contractor under the Sections of Specifications covering those materials. 3.1 A Subcontractor shall perform all excavation and backfiU required for services, inside and outside the building. Cutting of curbs, walks, concrete and paving required by the excavation shall be done by Subcontractor. Any rock shall be excavated 3 inches below the laying depth, and the trench shall be backfilled with sand 3 inches deep. Over excavation shall be added in 12 inch layers and mechanically compacted. Flooding or puddling not permitted. All piping which will be under walks, planters, arcades, parking lots, concrete or asphalt shall be mechanically compacted in 12 inch layers. Pipe under driveways shall have a minimum cover of 3 ft. 3.1.5 Verify all field dimensions and locations of equipment and fixtures within the layout as established by the General Contractor to insure close, neat fit, with other trades work. - 3.1.6 No underground piping shall be covered until inspected by Publix' Representative and Authority Having Jurisdiction. 3.1.7 Where the work is dependent upon work of other trades or work already in place for its proper installation, examine such other work and see that is in the proper condition and state of completion before continuing the installation. 3.1.8 Include the services of an experienced Superintendent, who shall be constantly in charge of the work, together with qualified journeymen required to properly unload, install, connect, adjust, start and operate and test the work involved, including equipment and materials furnished by others and by Owner. All work shall be executed in a first class workmanlike manner. Workmanship that, in the opinion of Publix, is substandard or shoddy, shall be removed and replaced with acceptable work at no cost to Publix. 3.1.9 Follow Drawings in laying out work and check Drawings of other trades to verify spaces in which work will be installed. Coordinate work with other trades. Maintain maximum headroom and space conditions at all points. Where headroom or space conditions appear inadequate, notify Architect before proceeding with installation. 3.2. Area of horizontal runs by trades: See Section O1 1100 Summary of Work. 3.3. Conceal all piping above suspended ceiling where practical. 3.4. If directed by Architect, the Subcontractor shall, without extra charge, make reasonable modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. 3.5. Provide qualified installers. Install materials, apparatus and equipment in neat, workmanlike manner. 3.6. Cooperate with the work of other trades to prevent conflict or interference and to aid rapid completion of the overall project. 3.7. Protect materials, apparatus and equipment from damage, moisture, dirt, debris and work of other trades. Do not install damaged materials and equipment; remove them from the site. 3.8. Install drops for sprinkler heads in areas with finished ceiling. Sprinkler heads in tile ceilings shall be located within 1 1 /2" of the center of tile. Coordinate the exact location of the ceiling grid with the ceiling contractor. 3.9. Examine all work of others. If any conditions exist which will prevent satisfactory installation of materials or equipment the Architect shall be notified in writing. Starting of work without notification indicates acceptance, and any or all changes required will be at Contractor's expense. 3.10. Keep the job site free from accumulations ofwaste materials and rubbish. Leave the job site and work in clean, orderly and acceptable condition. Clean all materials and equipment of dirt, dust, paint, spots and stains, soil marks and other foreign matter. 3.11. The inside sprinkler piping shall be installed in such a manner that there will be no leakage. 3.12. There shall be no on site welding of sprinkler piping. 3.13. Install, test and flush the fire protection underground from the "Point of Service" to the building in accordance with NFPA. 24. 3.14. Requirements for Final Acceptance and Payment: 3.14.1 The entire system shall be tested under hydrostatic pressure. This pressure shall be 50 psi greater than pressure in the main, but in no case less than 200 psi. The test pressure shall be maintained for two (2) hours. Properly executed test certificate shall be sent to Factory Mutual Engineering Association and Publix' Representative upon Completion. 3.14.2 Furnish Publix' Representative with a complete set of all manufacturer's warranties and instructions, and with two sets of as -built drawings. 3.14.3 Obtain Final Inspection and test required by the authorities having jurisdiction for their acceptance of the system; provide adequate advance notice to Publix' representative of such inspection and test; furnish Publix' Representative with evidence of acceptance of the system by the local authority having jurisdiction. 3.14.4 Contractor's Material and Test Certificates for Underground Piping/ Aboveground Piping shall be completed on the appropriate NFPA 13 form and submitted to the Owner, Factory Mutual, and the authority having jurisdiction. 3.14.5 The system, upon completion and testing, shall be inspected and accepted by Factory Mutual Engineering Association, 3.15. Guarantee 3.15.1 All equipment shall be tested, adjusted and placed in proper operating condition by the subcontractor. Both the Contractor and the Engineer shall advise the Architect in writing that the systems are installed according to the Specifications and Drawings and are operating satisfactorily. The Owner shall receive written warranty covering all defects in workmanship and material for a period of one (1) year from the date of Final Acceptance. 3.15.2 All defects within this period shall be repaired without cost to the Owner. This shall include adjustments, and all regular and preventative maintenance. 3.15.3 The Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's warranty. 3.16. Final Inspection . 3.16.1 All of the following items shall be completed prior to final inspections. No exceptions will be made and no final payment will be made until all items are completed. - 3.17. Cleaning Equipment and Premises: 3.17.1 Thoroughly clean all exposed parts of the apparatus and equipment. Exposed parts which are to be painted shall be thoroughly cleaned of cement, plaster, and other material and all oil and grease spots shall be removed. Repaint or touch up as required to make look like new. Such surfaces shall be carefully wiped and all cracks and comers scraped out. 3.17.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer. 3.18. Identification, Operating Instructions and Service Manual: 3.18.1 Provide a permanent non -corrosive metallic placard indicating hydraulic design and demand information, securely affixed to riser, one required each riser. 3.18.2 Manual: 3.18.2.1 Provide two (2) neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. Submit to the Architect for approval. 3.18.2.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. End of Section 21 00 00 Section 22 40 00 Plumbing 1. General 1.1. Summary 1.1.1 Provide all materials and equipment and perform all labor required to install plumbing complete as indicated, as required by code, and as specified herein. All sizes, etc. are Publix minimum and if local code requirements are higher, the work shall be bid and installed accordingly. 1.1.1.1 Obtain and pay for all permits, bonds, inspection. 1.1.1.2 Provide 2-1/2" water service line, with water meter and 2-1/2" backflow preventer. 1.1.1.3 Provide hot and cold water mains and distribution piping, all overhead and concealed except main water supply into building and where indicated on the Drawings. No PVC pipe allowed above floor slab, (except plumbing waste piping, unless not code approved). 1.1.1.4 Provide a system of soil and waste drains, vents, and connections to all sewer, and water mains and all fixtures. 1.1.1.5 Plumbing Fixtures: Provide and adjust, except as herein specified. 1.1.1.E Provide Grease Interceptors as specified and as required by local codes. 1.1.1.7 Provide all piping hanging and hangers. 1.1.1.8 Provide gas piping and all indirect drains required for equipment furnished in other sections, and by Owner, except provide indicated drains (floor drains, hub drains, floor sinks, etc.) for refrigerated cases, walk-in coolers, and freezers. 1.1.1.9 Provide rough -in plumbing for fixtures indicated as furnished by Publix or others, and make required connections. Include uncrating equipment, moving into place, and installing complete. 1.1.1. I0 Coordinate plumbing work with all other trades including Refrigeration Contractor's work. 1.1.1. I 1 Provide all other materials and services required for a complete working installation described in Contract Documents. 1.1.2 All apparatus shall be installed at exact height and locations as shown on the Architectural Drawings, or if not shown, at heights and locations determined by applicable codes and laws. 1.1.3 Perform all excavation and backfill required for services, and for all plumbing and work inside and outside the building. Cutting of curbs, walks, concrete and paving required for excavation shall be done by appropriate trade. 1.1.4 All store cases, coolers, and freezers will be furnished and set in place by Publix. The Refrigeration Contractor shall make all condensate waste connections required to Plumbing Contractors stub ups. Check equipment drawings against Drawings in order to verify exact locations. Provide gas piping as indicated. 1.2. Definitions: Explanation and Precedence of Documents: 1.2.1 For purposes of clarity and legibility, Plumbing Drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, Contractor shall make use of all Contract Documents. 1.2.2 The Drawings indicate size, connection points and routes of pipe. It is not intended, however, that all offsets, rises and drops are shown. Install piping as required to fit structure, avoid obstructions, and retain clearance, headroom, openings and passageways. 1.2.3 Carefully examine all existing conditions, existing piping and premises and compare the Drawings with the existing conditions. Submittal of bid indicates that the Contractor has examined the site and Drawings and has included all required work in his bid. No allowances will be made for any error resulting from Contractor's failure to visit Job Sites and to review Drawings. 1.2.4 Conflicts, discrepancies, interferences and omissions in documents shall be brought to the attention of the Architect for clarification prior to commencement of work. 1.3. Submittals: 1.3.1 Submit LOI in accordance with Section 0133 00 Submittal Procedures. 1.3.2 Within 30 days of Contract Commencement (Authorization to Proceed), submit for Publix' Architect's approval: Fixtures and trim with cuts including rough -in dimensions. Equipment (water heaters, expansion tanks, other items) Drains and cleanouts (floor and wall) Valves, stops, hose bibbs Miscellaneous Roof flashing Piping, piping diagrams Other items required to complete the Work 1.3.3 Submit six identical bound copies of all items. Arrange categories in order listed above. 1.3.4 All cuts for the above shall have rough -in dimensions, connection sizes, and any special installation requirements. In addition, furnish motor horsepower voltage and phase for all equipment. 1.3.5 Project Record Drawings: Comply with Section 01 78 39. 1.3.6 Do not order materials or proceed with work untill all submittals have been reviewed, and approved. 1.3.7 Confirm electrical and other requirements with other contractors. 1.4. Quality: 1.4.1 Subcontractor: 1.4.1.1 The Plumbing Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. 1.4.1.2 Upon request Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the previous two years prior to bid opening. 1.4.1.3 Publix reserves the right to refuse any Subcontractor with or without disclosing cause. 1.4.2 Personnel: 1.4.2.1 Employ an experienced Superintendent to oversee all operation. 1.4.2.2 Work shall not proceed without adequate supervision present at all times. 1.4.2.3 Work shall be accomplished by workers certified in their trade as masters, journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.4.2.4 Publix reserves the right to refuse assignment of workers to Publix work with or without disclosing cause. 1.4.3 Quality Standards 1.4.3.1 Work shall be accomplished to ensure leak -proof installation. 1.4.3.2 Work will be judged by Publix in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted. 1.4.3.3 Neatness counts: Make all joints, connections, unions, etc. with proper care to insure that tight connections are made without excess material, well secured to supports. 1.4.3.4 Install piping with runs straight, accurately formed radiuses at bends, and adequate supports. 1.4.4 Regulations: Comply with applicable provisions of the following codes (latest version adopted by governing agencies): State Sanitary Code Local Building Code ASME Code for Unfired Pressure Vessels International Plumbing Code Florida State Plumbing Code OSHA - for construction Other applicable laws and regulations. 1.4.5 Coordination: Work shall be accomplished along with the work of other trades. Cooperate with others to benefit the job as a whole. 1.4.6 Participate in the Pre -Construction Conference. 1.5. Sequencing: 1.5.1 Notify General Contractor, or any others, of all required chases, sleeves and openings required so that the work can be accomplished without delay. Provide necessary sleeves, etc., to be installed. Otherwise, Plumber shall pay for appropriate trades to perform cutting and patching. 1.5.2 Joists, girders, beams, columns or reinforcing steel shall not be cut. 1.5.3 Where construction necessitates the routing of piping through structural members, framing or under footings, permission to make such installation shall first be obtained from the Publix Field Representative 1.6. Temporary Operation: - 1.6.1 The Owner may require operation of parts or all of the installation prior to Final Acceptance. 1.6.2 Cost of utilities for such operation shall be paid by the Contractor. This operation does not constitute acceptance of the Contractor's work. 1.6.3 All gas and water used for construction shall be paid for by the General Contractor. Furnish and install all temporary water piping required for construction purposes and remove piping when use is no longer required. Restore site and piping to original conditions. 1.7. The Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's guarantee nor relieving the Contractor of his responsibilities during the guarantee period. 1.8. Operating Instructions and Service Manual: , 1.8.1 Provide two (2) neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. 1.8.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. 1.8.3 Representatives of the Owner shall be instructed by the Contractor as to complete care and operation of the plumbing system. Inform the Architect in writing as to the persons who received the instructions and the date that this was done. 2. Products: 2.1. Materials: 2.1.1 All materials shall be new, full weight, of the best quality with the same brand or manufacturer used for each class of materials or equipment. All similar materials such as valves, pumps, boilers, fixtures, shall be of the same type and manufacturer unless otherwise designated. 2.1.2 All plumbing fixtures shall be "first quality" as defined and set forth in Commercial Standard CS 20-36 As Promulgated By The U.S. Department of Commerce. 2.2. Fixtures 2.2.1 Provide cast iron fixtures with acid resisting white enamel where possible. Otherwise provide vitreous china fixtures (unless otherwise noted). 2.2.2 American Standard product designations have been used for consistency. Equivalent fixtures by Crane, Kohler, Toto, or Eljer may be accepted. 2.3. Equipment 2.3.1 Grease Interceptor: Rectangular, pre -cast concrete, all in accordance with state and local codes. Two cast iron traffic tops with traffic cast iron cleanouts are required. Tanks shall be designed for an H-20 traffic load. 2.3.2 Drains, Cleanouts: As scheduled. Approved manufacturers: Smith Zurn 2.4. Pipe and Fittings: 2.4.1 Hot and cold water piping: ASTM B88 type "L" seamless copper tubing. Main service type "K" with red lion seal cote coating, or approved equal. 2.4.1.1 Fittings: Wrought copper solder fittings, solder with silvaloy, streamline 122, phos-copper or approved equal no -lead solder. 2.4.1.2 Alternate: Copper press fittings shall conform to the material and sizinge requirements of ASME B16.18 or ASME B16.22. O-rings for copper press fittings shall be EPDM. Approved Manufactueres: Viega Rigid Tool Co. 2.4.2 Gas Piping: Shall be schedule 40-A-120 black steel pipe with black banded malleable iron fittings, pipe shall be welded. Grounding by Electrical Contractor. 2.4.2.1 Indoors: ASTM A53 steel pipe, schedule 40, black forged steel weld fittings. 2.4.2.2 Outdoors: ASTM A53 steel pipe, schedule 40, mill galvanized, fittings as require& 2.4.3 Plastic Gas Piping: Used underground only. Shall conform to the requirements of ASTM D2513 for medium -density polyethylene pipe and tubing. Fittings shall comply with the requirements of ASTM D2683 for socket type, ASTM D3261 for butt fusion and ASTM F1055 for electrofusion. Pipe shall be yellow and marked in accordance with ASTM D2513. 2.4.4 Soil, Waste, Vent Pipe: 2.4.4.1 PVC DWV pipe (where allowed by codes): Unplasticized, ASTM D2665, Type I, Grade 1, solvent cement joints, DWV fittings. schedule 40 unless indicated otherwise on the Drawings, all elbows shall be long sweep type. 2.4.4.2 ABS DWV pipe (where allowed by codes): Unplasticized, ASTM D2661, Type I, Grade 1, solvent cement joints, DWV fittings. schedule 40 unless indicated otherwise on the Drawings, all elbows shall be long sweep type. Use only where indicated on the drawings. 2.4.4.3 Cast Iron Pipe: Coated service weight cast iron soil pipe using coated service weight cast iron fittings. 2.4.4.4 Vent Piping Option: All vent piping above grade may be copper DW V, with copper drainage fittings, solder as for hot and cold water. 2.4.5 Provide field fabricated DWV copper or cast brass traps with an integral clean out at bottom of traps for stainless steel utility sinks, except those which discharge to a floor sink. 2.5. Valves, Stops, Specialties 2.5.1 Materials: Valves 2 inch and smaller shall be bronze, screwed ends. Valves 2- 1/2 inch and larger shall be iron body bronze mounted 125 lb. ASA flanged, faced and drilled. Bronze castings shall be material meeting ASTM A-126 specification. Furnish union adjacent to all screwed central valves and at all connections to equipment. 2.5.2 Hot and cold water and other fluids operating below 200 psig: Valves rated 125 lb. steam, 200 lb. cold water or oil. 2.5.3 Gate Valves: 2.5.3.1 2 inches and smaller: Milwaukee 105 Jenkins 992 Stockham B-103 Crane 438 Nibco T-113 2.5.3.2 2-1/2 inches and larger: Milwaukee F2882 Jenkins 326C Stockham G-612 Crane 461 Nibco F-619 2.5.4 Mixing Valves: Combination thermostatic and prP-��re balanced, with liquid filled motor. Bronze body with stainless steel piston, integral checks and stops. Symmon Lawler Bradley 2.5.5 Swing Check Valves: Use only on non pulsating service lines. Where compression or pulsation affects line flow, lift checks or piston type checks shall be used. 2.5.5.1 Swing Check Valves 2 inches and smaller: Milwaukee 509T Stockham B-319 Crane 37 Nibco T-413Y 2.5.5.2 Swing Check Valves 2-1/2 inches and larger: Milwaukee F2974 Stockham G931 Crane 373 Nibco F-918B 2.5.6 Ball Valves shall be as follows, sized as required: Hammond 8604 Milwaukee BA-300 Nibco T-590Y 2.5.7 Gas Valves: ANSI Z21.15, Nibco T-580-70-UL 1-1/4" - 3", Nibco T-585-70- UL 1" , or comparable by other manufacturer listed above. 2.5.8 Mechanical Gas Valve with Remote Pull: ASCO Automatic Switch Co., Model as indicated on Drawings. 2.5.9 Interior Hose Bibbs and Stops 2.5.9.1 Stops: Eastman Type SM12, Brasscraft, McGuire, all brass construction 2.5.9.2 Interior Hose Bibbs: Chicago #397 Brass 3/4" R.C.P W/Watts No. 8BC Vacuum Breaker, or T&S Brass B-0737-POL. 2.5.10 Exterior Hose Bibbs and Hydrants: 2.5.10.1 Description: All shall have integral vacuum breakers and an integral stop valve. If an integral stop valve is not available, provide an in -line gate valve. 2.5.10.2 Approved Manufacturers: Acorn J.R. Smith Zum. 2.5,11 Flush Valves: 2.5.11. I Description: Cast brass or bronze body with corrosion -resistant internal components; non -hold open, control stop with check valve; vacuum breaker and copper or brass tubing; polished, chrome -plated finish on exterior parts; vandal -resistant stop cap; ADA compliant handle. 2.5.11.2 Manufacturers: Toto Sloan - Royal Zum - Z6000AV 2.5.12 Faucets: 2.5.12.1 Description: Cast brass body with corrosion -resistant internal components; polished, chrome -plated finish. 2.5.12.2 Manufacturers: Chicago Faucet T & S Brass 2.5.13 Hand Sinks: 2.5.13.1 Description: Wall hanging; 18 gauge, 304 stainless steel, polished finish, basin with radius comers; back for faucet; integral side support panels, approximate size - 17"xl6"x5" with 2-3/16" drain outlet. 2.5.13.2 Manufacturers: Eikay Just Amtekco 2.6. Miscellaneous: 2.6.1 Faucet (Janitor Room). Sink faucet with top brace, 9" - 10" rigid spout with bucket hook vacuum breaker and integral stops; at 36" above floor. T&S Brass Chicago Faucet 2.6.2 Vacuum Breakers: Shall be installed on all fixtures where required 2.6.3 Unions: Malleable iron ground joint equivalent and similar to Crane 519, up to and including 2 inch. Over 2 inch shall be cast iron flanged with a Garlock 7022 Gasket. 2.6.4 Reducing and Regulation: Water, air, gas; Watts or approved equal, model as indicated on the Drawings. 2.6.5 A shut off valve shall be placed near the building on the water main. It shall be placed in a box or file pipe and have a removable plate cover of cast iron, equal to Mckinley Iron Works, Fort Worth, Texas; Type MB14, for 80009loading. 2.7. Pipe Insulation 2.7.1 Rigid fiberglass pipe insulation: 2.7.1.1 Heavy density molded insulation from inorganic glass fibers bonded with a thermosetting resin; jacketed with a reinforced, wrinkle - resistant, all -service vapor retarder facing and a factory -applied longitudinal double -pressure adhesive closure system. Use factory butt strips to complete joints. Thermal conductivity [`K' Factor (BTU-inch/ftz-hr-°F) at 75°F mean] shall be 0.23 r� i-m. 2.7.1.2 Manufacturers: . Owens-Corning Johns Manville CertainTeed 2.7.2 Flexible pulyethylene/polyolefin pipe insulation: 2.7.2.1 Unicellular polyethylene thermal plastic, preformed pipe insulation; white color, 25/50 rated, pre -slit with factory -applied adhesive on both surfaces. Use factory adhesive for gluing butt joints. Thermal conductivity [`K' Factor (BTU-inch/ft2-hr-°F) at 75DF mean] shall be 0.23 maximum. 2.7.2.2 Manufacturers: Armacell Nomaco K-Flex 2.8. Pipe Hangers and Supports: 2.8.1 Piping shall be firmly held -in place by adjustable, Grinnell #CT-99C split ring malleable iron hangers, supports and pipe rests, located adjacent fittings, at each offset or change of direction, at the ends of branches over 5 feet long, at riser pipes and along piping where necessary to prevent sags, bends, or vibration. 2.8.2 Pipe straps shall be heavy gauge galvanized iron factory fabricated to fit against supporting surface when installed. Makeshift devices are not acceptable. No plumbing tape is allowed Use insulation shields at each pipe hanger and support. 2.8.3 Stainless steel pipe straps and hangers shall be used for all exposed piping and underslab piping where structural slabs are provided 2.8.4 The maximum spacing between hangers or supports measured along the piping shall be as listed below: Steel Copper PVC H V H V H V 3/4" and 1/2" 5 ft. 15 ft. 6 ft. 10 ft. 4.0 ft. 10 ft. 1" and 1-114" 7 ft. 15 ft. 6ft. 10 ft. 4.0 ft. 10 ft. 1-1/2", 2" & 2-1/2" 9 ft. 15 ft. 10 ft. 10 ft. 4.0 ft 10 ft. 3" 12ft. 15ft. loft. loft. 4.0ft loft.. 4" 12 ft. 15 ft. 10 ft. 10 ft. 4.0 ft. 10 ft. 6" 12 ft. 15 ft. 10 ft. 10 ft. 4.0 ft. 10 ft. 2.9. Roof flashings: All vent and roof drains shall be flashed by Roofing Contractor with lead flashing furnished by the Plumbing Contractor. Flashing shall turn down 2" into vent pipes. 2.10. Isolating Couplings: Provide dielectric protection for gas and water main risers inside building. Isolate connections of copper and steel pipe with cathodic isolating unions. Acceptable Manufacturers: EPCO W & K Dielectric F.H. Maloney 3. Execution 3.1. Examination: 3.1.1 Verify all field dimensions and locations of equipment and fixtures within the layout as established by the General Contractor to insure close, neat fit, with other trades work. 3.1.2 Examine all work of others. Notify Architect in writing if any conditions exist which will prevent satisfactory installation of materials or equipment. Start of work without notification indicates acceptance of work in place. 3.2. Excavation: 3.2.1 Perform excavation for trenches under slab and outside building lines as required for installation. Excavate true to lines and grades shown to achieve adequate fall on drain lines and as needed for refrigeration drainage. 3.2.2 Bell holes shall be dug to allow soil pipe to lie fully supported. 3.2.3 Rock shall be excavated 3 inches below the laying depth, and the trench shall be backfilled with sand 3 inches deep. 3.2.4 Over -excavation shall be added in 12 inch lifts (max) and mechanically compacted. Flooding or puddling not permitted 3.2.5 All piping which will be under walks, planters, arcades, parking lots, concrete or asphalt shall be mechanically compacted in 12 inch lifts (max). 3.3. Interface with Site Utilities: 3.3.1 Coordinate with other work. Connect to site supplies and storm drain at 5'-O" demising line. 3.3.2 Provide waste connection to site sewer at 5'-O" demising line. Provide grease - bearing waste connection to grease trap and from grease trap to waste line located as shown on the Drawings or otherwise indicated. 3.4. Pipe Installation: 3.4.1 Install horizontal sanitary and drain piping, to a uniform grade of not less than 1/8" per foot, unless otherwise noted. 3.4.2 Openings in pipes, drains, fitting, apparatus and equipment shall be kept covered or plugged to prevent accumulating obstructions in the piping. 3.4.3 Run piping free of traps, sags, bends or other defects. grade and valve for complete drainage and control of the system. 3.4.4 All waste, vent and water lines shall be concealed, and all water lines shall be overhead. 3.4.5 Maintain headroom and keep passageways clean. offset to maintain the required clearance and conform. with architectural and structural features of building. Run parallel and straight with adjacent walls or ceilings to present a uniform appearance. Group long runs together. Run concealed in finished rooms. 3.4.6 All rough -ins shall be set exactly to measurements furnished by manufacturer. Batteries of fixtures shall have rough outlets set in straight lines at equal spacing. 3.4.7 Flush out all lines to insure that they are clear of obstructions prior to the setting of refrigerated cases. If lines are not clear and a case is set, the Plumbing Contractor shall be responsible for the removal and re -set cost. 3.4.8 Water piping shall not be embedded in concrete nor concealed within the floor slab within the building. unless shown on drawings). Isolate copper piping from concrete with tar paper or felt. 3.4.9 All piping shall be installed to prevent unusual noise from the flow of water under normal conditions. Install pipe isolators at ring hangers consisting of a metal sheath with end flanges assuring positive retention in the ring hangers. Separate cold lines from hot lines by 6". 3.4.10 Provide dirt pockets on low point of vertical gas piping. Install full pipe size drip pockets at low point in change of grade. . 3.4.11 For refrigeration case drains, stub up a 3" line 1 ". above floor; no hub required. 3.5. Pipe, joints, fittings, and connection -installation 3.5.1 Cast Iron SoilPipe: Pack tight with first quality oakum to within 1 inch of end hub. Fill remaining space with one pouring of molten lead and caulk tight; or make-up with neoprene gaskets. 3.5.2 Screwed Piping: Make up with pipe dope, applied only to male thread. Remake leaky joints with new material without use of thread cement or caulking. Paint exposed threads of all pipe with asphaltic paint. 3.5.3 Copper Tubing: . 3.5.3.1 Solder with 95-5 (no -lead solder) and a noncorrosive flux. Thoroughly clean inside and outside surfaces with sandpaper or wire brush before assembly. Defective joints shall be dismantled, cleaned, and resoldered. Do not use acid Solder. 3.5.3.2 Press Connections: Copper perss fittings shall be made in accordance with the manufacturer's installation instructions. The tubing shall be fully inserted into the fitting and the tubing marked at the shoulder of the fitting. The fitting alignment shall be checked against the mark on the tubing to assure that the tubing is fully engaged (inserted) in the fitting. The joints shall be pressed using the tool approved by the manufacturer. 3.5.4 Copper, brass pipe and chromed, polished or painted connections from fixtures shall show no tool marks. 3.5.5 PVC Joints: Clean socket and pipe ends with cleaner recommended by cement manufacturer. Liberally apply solvent cement to both socket and pipe ends. Make up joint firmly. 3.5.6 Gas Piping: 3.5.6.1 Black iron schedule 40, welded except at equipment connections. Certified welding is required. 3.5.6.2 At each piece of equipment, provide shut-off valve, union, dripleg (mininmum 4 times pipe diamenter, capped) and flexible pipe connection. 3.5.7 Springing, bending or forcing of pipe will not be allowed. Use fittings for all offsets or changes in alignment of piping. Center hubs so cast iron will lay straight without pinched joints. 3.5.8 Street elbows, bushings, and long screw fittings will not he allowed 3.5.9 Cleanly cut pipe and tubing and remove burrs to full diameter of pipe. Excessive reaming will not be permitted. Remove metal particles from ends of pipe and clear each section of foreign material before assembling. 3.5.10 Cut pipe threads to full depth of die and screw up tight to fully engage thread in fitting. Threads to comply with ASA No B 2.1, and be cut with clean sharp dies. 3.5.11 Cleanouts: Cleanouts shall be placed as shown on Drawings, or max. 50' o.c., at bases of stacks, at major changes in direction, and at the ends of all lines that have 2 or more openings going into that line, or as required by code. Cleanouts shall be as indicated on Drawings. If PVC. is used include hub adaptor. 3.5.12 Provide shut-off valves in access panels to allow shut down of area of fixtures where indicated on Drawings, 3.5.13 Provide shock absorbers with isolating gate or ball valves as indicated on the Drawings. Mount in the vertical position as recommended by the manufacturer. 3.5.14 The inside of all pipes shall be clean, reamed smooth with no burrs, fins or other obstructions. All drains including trap under utility sinks shall be copper with soldered joints. No pipe shall be run exposed, unless approved by Publix Representative. 3.6. Pipe Insulation 3.6.1 Sealed at all joints and seams with adhesive in accordance with insulation manufacturer's recommendations. Pipe supports shall be on the outside of the insulation with 6" minimum length saddles of galvanized sheet metal. 3.6.2 Fiberglass seams shall be sealed with factory furnished self sealing lap and butt joints in accordance with manufacturer's recommendation. 3.6.3 Polyolefin seams shall be sealed with factory -furnished, self -adhering, pressure sensitive seams. Butt joints shall also be glued with factory -furnished adhesive. 3.7. Fixture Installation 3.7.1 Stub out to the exact location of the fixtures. All stubs shall be set symmetrically with fixture. 3.7.2 Install fixtures and trim supplied by Publix or others. Connect to plumbing as required. Finish out and trim fixtures as needed for complete installation. 3.7.3 Caulking: All plumbing fixtures shall be bedded and caulked along joint at walls, and other intersecting surfaces with butyl caulking compound, counter tops and brass shall be caulked with "plumbers putty". 3.7.4 Backing shall be of 2 x 6 pressure treated wood flush with stud face and extending to next stud beyond fixture on each side. Secure as required 3.8. Inspection: 3.8.1 The Work shall be installed under the inspection and with the approval of Publix' Authorized Representative. 3.8.2 Notify the Publix' Representative two days in advance of baclffilling, enclosing, or covering all plumbing lines so that he may inspect installation. 3.8.3 Do not cover or enclose plumbing until inspection is made and installation is acceptable. Correct deficiencies in installation as directed by Publix' Representative. 3.9. Tests and Adjustments 3.9.1 All soil, waste, and vent piping shall be filled with water to the highest point in each system with all air removed The lines shall be flushed by removing the test plug. Piping may be tested in sections providing that all portions to be concealed shall be subjected to not less than a 10 ft. head for 24 hours with no leaks. Standpipe installed for head test shall be 2 in. minimum diameter. 3.9.2 Sewer piping shall be filled with water to it's highest point. 3.9.3 Water piping shall be flushed out, tested at 100 psi and shall be left under pressure of supply main for the balance of the construction period. 3.9A Plumbing fixtures shall be filled with water and checked for leaks or retarded flow. 3.9.5 All flush valves, loose key stops, valves and similar equipment shall be adjusted and balanced to provide for the proper operation of the various systems. 3.9.6 Each piece of plumbing equipment and the entire plumbing system shall be adjusted and readjusted as required to insure proper functioning and shall be left in first class operating condition. 3.9.7 Gas piping, shall be tested at 15 psi air pressure for 24 hours, in excess of the requirements of NFPA 54. 3.10. Disinfection: 3.10.1 Purge system of all deleterious material before proceeding with disinfection. a II S U P E R M A R K E T S CORPORATE OFFICES FACILITIES DESIGN BOX A07, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL. REG. 623A JOHN W. KITCHENS, PE CIVIL/STRUCTURAL- FL. REG. 45277 GA. REG,020251 SC. REG.16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG.2774Q SC. REG. 21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL. REG.43889 GA. REG. 021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL • FL. REG. 54781 GA. REG.31882 SC.REG.25591 AL. REG. 2SA69 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL. REG. 54085 GA. REG. 025636 SC. REG. 19743 AL. REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL- FL REG.59422 GA. REG. 31 d92 SC. REG. 25290 AL REG- 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: ]0 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLO.RI DA 54.4 DRAWING TITLE: Version 07.2 3.10.2 Comply with local health department regulations. 3.10.3 Flush with clean, potable water until water runs clear. 3.10.4 Fill system with with chlorine solution containing at least 50 ppm of chlorine. Allow to stand for at least 24 hours. 3.10.5 Purge system of chlorine solution before putting into service. 3.11. Inspection 3.11.1 Notify Inspector as required by local authority when all work is completely installed and tested leak -tight. 3.11.2 Do not conceal piping or fixtures until approval has been obtained from inspector. 3.12. Cleaning Equipment and Premises: 3.12.1 Thoroughly clean all parts of fixtures and equipment. exposed parts which are to be painted shall be thoroughly cleaned of foreign matter with grease, oil, soldering flux, etc. removed 3.12.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer. End of Section 22 40 00 Section 23 70 00 Central HVAC Equipment 1. General 1.1. Summary 1.1.1 Provide all materials and equipment and perform all labor required to install HVAC systems complete as indicated, as required by code, and as specified herein. All sizes, etc. are Publix minimum and if local code requirements are higher, the work shall be bid and installed accordingly. 1.1.1.1 Obtain and pay for all permits, bonds, inspection. 1.1.1.2 Provide roof top and split HVAC systems or install systems provided by Publix as described below. 1.1.1.3 All A/C curbs set for drying -in by Roofer. 1.1.1.4 All roof mounted fans will be furnished by Publix and installed by HVAC Contractor. Curbs will be furnished by Publix for installation by Roofer. 1.1.1.5 Provide hurricane brackets and other supports required to secure units to structure for wind and seismic conditions. Seismic: Seismic hazard level as designated by Authority Having Jurisdiction. Hurricane: FM 1-90 or higher if designated by Authority Having Jurisdiction. 1.1.1.6 Provide sheet metal duct systems as indicated on Drawings and described in Specifications. 1.1.1.7 Provide exhaust ducts between the cooking hoods and the roof mounted exhaust fans. 1.1.1.$ Provide double -wall metal gas vents. 1.1.1.9 Provide all other materials and services required for installation described in Contract Documents. 1.1.2 HVAC Equipment: 1.1.2.1 Publix will provide equipment delivered to the site of Construction. Coordinate delivery schedule with construction progress. Provide all labor, equipment, materials, and services required for installation and satisfactory completion of HVAC work. 1.1.2.2 In addition to above, provide equipment, delivery, required staging and storage, and all other services required to complete the Work. 1.1.3 Coordinate work with work of others. Notify concerned parties before proceeding with work that will affect them. 1.2. Definitions: Explanation and precedence of Documents: 1.2.1 For purposes of clarity and legibility, HVAC drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, Contractor shall make use of all Contract Documents. 1.2.2 Although the locations of the equipment and ductwork may be shown on the Drawings in certain positions, the Contractor shall be guided by the architectural details and conditions existing at the job, correlating this work with that of others. 1.2.3 The Drawings indicate size, connection points and routes of ducts and equipment. It is not intended, however, that all offsets, rises and drops are shown. Install all items as required to fit structure, avoid obstructions, and retain clearance, headroom, openings and passageways. 1.2.4 Remodels: Carefully examine all existing conditions, existing work in place and premises and compare the Drawings with the existing conditions. Submittal of bid indicates that the Contractor has examined the Site and Drawings and has included all required work in his bid. No allowances will be made for error resulting from Contractor's failure to visit job sites and to review Drawings. 1.2.5 Conflicts, discrepancies, interferences and omissions in Documents shall be brought to the attention of the Architect for clarification prior to commencement of work. 1.3. Submittals: 1.3.1 Submit LOIs in accordance with Section 01 33 00 Submittal Procedures. 1.3.2 Within 30 days of Contract Commencement (Authorization to Proceed), submit the following shop drawings and cut sheets for Publix Engineer's approval: Cooling Equipment Air Handling Equipment Heating Equipment Air Distribution Valves, Gauges, Specialties, Thermometers, Misc. Insulation Round and Oval Duct - submittals and shop drawings All submittal data shall have rough -in dimensions, connection sizes, any special installation requirements, certified performance data and horsepower, voltage and phase for all equipment. Equipment, fixtures and trim with cuts including rough -in dimensions. Other items required to complete the work 1.3.3 Submit four identical bound copies of all items. Arrange categories in order listed above. 1.3.4 Literature for the above shall have rough -in dimensions, connection sizes, and special installation requirements. 1.3.5 Project Record Drawings: Comply with Section 01 78 39. 1.4. Quality: 1.4.1 Subcontractor: 1.4.1.1 The HVAC Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. 1.4.1.2 Upon request Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the previous two years prior to Bid Opening. 1.4.1.3 Publix reserves the right to refuse any Subcontractor with or without cause. 1.4.2 Personnel: 1.4.2.1 Employ an experienced Superintendent to oversee all operation. 1.4.2.2 Work shall not proceed without adequate supervision present at all times. 1.4.2.3 Work shall be accomplished by workers certified in their trade as masters, journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.4.2.4 Publix reserves the right to reject personnel with or without cause. 1.4.3 Quality standards: Work will be judged in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted. 1.4.4 Regulations: Comply with applicable provisions of the following codes (latest version adopted by governing agencies): National Fire Protection Association (NFPA) Local Building Code ASME Code for Un-Fired Pressure Vessels ASHRAE Code for Refrigeration Apparatus Safety Code for Mechanical Refrigeration. National Electric Code/State Mechanical Code. OSHA - For construction Other applicable laws and regulations. 1.4.5 Participate in the pre -construction conference. 1.5. Sequencing: 1.5.1 Notify General Contractor, or any others, of all chases, sleeves and openings required so that the work can be accomplished without delay. Provide necessary sleeves, etc., to be installed. Otherwise, HVAC Sub -Contractor shall pay for appropriate trades to perform cutting and patching. 1.5.2 Joists, girders, beams, columns or reinforcing steel shall not be cut. 1.5.3 Where construction necessitates the routing of ducts or piping through structural members, or framing, permission to make such installation shall first be obtained from the Publix Field Representative 1.6. Temporary Operation: The Owner may require operation of part or all of the installation prior to Final Acceptance. 1.7. After acceptance of the Work, the Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's guarantee nor relieving the Contractor of his responsibilities during the guarantee period. 1.8. Operating Instructions and Service Manual: 1.8.1 Provide two neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. 1.9.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. 1.8.3 Representatives of the Owner shall be instructed by the Contractor as to complete care and operation of the HVAC system. Inform the Architect in writing as to the persons who received the instructions and the date that this was done. 1.9. Warranty: 1.9.1 Units shall have a manufacturer's standard one-year warranty against all defects. 1.9.2 Provide industry standard five-year compressor replacement warranty. 2. Products 2. 1. General: All equipment and materials shall be furnished in strict accordance with the equipment schedule and specifications requirements. 2.2. Nameplates 2.2.1 Nameplates shall not be painted. 2.2.2 All switches, starters, and major pieces of equipment shall be identified with black plastic nameplates with engraved white letters. 2.3. Packaged Rooftop Air Conditioners: See Drawings. 2.4. Controls: 2.4.1 An Environmental Control Panel will be furnished and installed by Publix to control all AC units. Conduit, line voltage circuits, interlocks, etc., shall be furnished and installed by the Contractor, as shown on drawings. 2.5. Filter Media: Full two inch thick dual density polyester material. 2.6. Air Distribution 2.6.1 General: 2.6.1.1 All air distribution shall be supplied by manufacturers whose testing procedures are in accordance with ASHRAE Standard 70-1991. 2.6.1.2 Furnish and install, unless otherwise noted, all grilles, registers, and outlets at the location and of the type and size shown on the Drawings. Install foam rubber gaskets behind flanges of all grilles and registers to prevent leakage and streaking. Adjust air volumes and set deflection in accordance with Drawings. 2.6.2 Return Air Grilles and Registers: 2.6.2.1 All grilles shall be suitable for smooth surface mounting. 2.6.2.2 Coordinate installation of door grilles with door installation. 2.6.2.3 Where indicated, provide opposed blade dampers 2.6.2.4 Approved manufacturers: Airguide Aeemostat Bailey and Tuttle Lindab Metal Industries Nailor Industries Price Titus 2.6.3 Outlets: 2.6.3.1 All supply outlets shall be aluminum (or alurnini�ed steel where required when part of rated roof -ceiling assembly) and products of a single manufacturer. Return air grilles, outlets, registers and door grilles shall be of etched aluminum with acrylic finish and as indicated. 2.6.3.2 Provide steel grills and fire dampers, radiation dampers as indicated on the Drawings and in accordance with U.L. roof -ceiling assembly design where indicated 1.6.3.3 Provide UL listed lay -in ceiling outlets complete with radiation damper and thermal blanket. Approved Manufacturer: Nailor Industries Other manufacturer as approved by Publix Engineer. 2.6.3.4 Variable volume type shall be factory insulated, complete with controls, damper, change over thermostat as indicated on the Drawings. Approved Manufacturer: Metal Industries Price 2.6.4 Louvers: Aluminum, drainable with bird screen, AMCA certified. Greenheek ESD-403 Ruskin #ELF-375D Louvers and Dampers Inc. IEL-4-104, ALL Series 2.7. Sheet Metal Ductwork: 2.7.1 Galvanized Ductwork: All duct and fittings shall be manufactured from galvanized steel of lock forming quality per ASTM A-527. The zinc coating shall be minimum G90 (1,25 oz. 1 sq. ft.) per ASTM A924. Seams on fittings shall be welded or tacked & sealed. Individual fittings are required, manifolding is not permitted. Comply with SMACNA requirements for duct construction for ventilation and air conditioning systems. 2.7.2 Stainless steel ductwork: ASTM A480, Type 316 sheet -form with #4 finish for surfaces exposed to view; Type 304sheet-form, with #1 finish for concealed ducts. 2.7.3 Rectangular Duct Work: 2.7.3.1 Panels shall be cross broken. (Beaded duct not acceptable) 2.7.3.2 Longitudinal standing seams may be used 2.7.3.3 Comer closures are not required 2.7.3.4 Hangers shall be band iron 2.7.3.5 Elbows shall be as drawn. 2.7.3.6 Where indicated vaned elbows shall be double vaned. 2.7.3.7 Connections shall be either 90 degree straight with Titus Model AG- 45 control grid or radius tap -in. 2.7.3.8 Inspection plates and test holes are not required. 2.7.3.9 Fresh air intake shall be square or rectangular standard 2.7.3.10 Access doors shall be insulated and removable. 2.7.3.11 Sealer on all joints: Sealants shall have a Flamespread Rating of 25 or less, Smoke Developed Rating of less than 50 to comply with NFPA 90A. . Hardcast Iron Grip Water -Based Duct Sealant 601. United McGill, United Duct Sealer. Precision Adhesives PA-2084A Duct Sealant. Fosters 32-19 2.7.4 Round and Flat Oval Duct: 2.7.4.1 All exposed ductwork shall be spiral lockseam construction standard SMACNA gauges tested to + 1OWG. Longitudinal seam duct is prohibited. Comply fully with SMACNA recommendations. 2.7.4.2 Where ductwork is exposed to view, provide G90 galvanized metal suitable for painting. 2.7.4.3 Field Joints in Exposed Ductwork: Lindab Inc. SPIRO safe duct system, or Ductmate industries Spirahnate Round Duct Connector and "Ovalmate Flat Oval Duct Connector" or approved equals. 2.7.4.4 Substitution of sizes by cross section area or equivalent round formula must have written prior approval. 2.7.4.5 Ductwork assemblies shall a the type tested to 10" WG (min.) by UL 181. 2.7.4.6 Approved Duct Manufacturers: Eastern Sheet Metal Lindab, Inc/R. V. Money, Inc. - St. Petersburg, Florida United McGill Corp. 2.7.4.7 Gauges (Single Wall Ductwork): Diameter Gauge Major Dim Gauge Round Duct Flat -Oval Duct 3" - 14" 26 Ga. 3"-24" 24 Ga 15" - 26" 24 Ga. 25" - 48" 22 Ga. 28" - 36" 22 Ga. 49" - 70" 20 Ga. 38" - Up 20 Ga. 71" - Up 18 Ga Round Fittings Flat -Oval Fittings 3" - 14" 24 Ga. 3"-36" 20 Ga 15" - 26" 22 Ga. 37' - 60" 18 Ga. 28" - 50" 20 Ga. 61" - Up 16 Ga. 2.7.4.8 Doublewall Ductwork 2.7.4.8.1 Double wall duct and fittings shall consist of a perforated inner liner, a 1 inch, 1.501b./ft3 (unless otherwise specified) layer of fiber glass insulation and a solid outer pressure shell. A retaining fabric shall be wrapped between the perforated inner duct and the fiber glass insulation. 2.7.4.8.2 All fitting ends from 5" to 24" O.D, shall have rolled edges for added strength and rigidity during installation and shipping.. . 2.7.4.9.3 Double wall to single wall transitions shall be provided where insulated duct connects to non -insulated, single wall duct. Transitions also act as insulation ends reducing the double wall outer shell diameter to the inner shell diameter. 2.7.4.8.4 Gauges (Double Wall Ductwork): Round Duct Flat -Oval Dia. Inner Outer Maj Ax. Inner Outer 3 - 12" 26 26 Ga. 3 - 22" 24 24 Ga. 13 - 24"26 24 Ga. 23 - 34" 24 22 Ga. 25 - 34"26 22 Ga. 35 - 46" 24 22 Ga. 35 - 50"24 20 Ga. 47 - 58" 22 20 Ga. 59 - 68"22 20 Ga. 69 - UP 20 18 Ga. Round Fittings Flat -Oval Fittings Dia. Inner Outer Ma. Ax. Inner Outer 3 - 12" 24 24 Ga. 3 - 22" 24 20 Ga 13 - 24"24 22 Ga 23 - 34" 24 20 Ga 25 - 34"24 20 Ga. 35 - 46" 22 18 Ga. 35 - 50"22 20 Ga. 47 - 58" 22 18 Ga. 59 - 68"20 16 Ga. 69 - UP 20 16 Ga. 2.7.4.9 Duct Hangers - 8' 0" C/C max distance. 2.8. Flexible Duct: 2.8.1 Factory insulated on aluminum liner, UL listed Class 1 Air Duct, STD. 181 and NFPA Bulletin 90A, with F/S kraft metallized mylar vapor barrier jacket. 2.8.2 Entire assembly shall be UL-181, class llisted, and meet NFPA 90A, with flamespread rating less than 25, and smoke developed 50 or less. 2.8.3 Minimum working pressure 6" w.g. 2.8.4 Maximum length-10 feet. 2.8.5 Supports shall be spaced maximum 3 feet, support band min. 2 in. wide: Use Wiremold duct collars and galvanized strap clamps or equal as approved by Engineer. 2.8.6 Spin in fittings shall be Metal Masters Model MS 1-6G or equal as approved by Engineer. 2.8.7 Approved products: Flexinaster TL -M Insulated Metalflex V-250-LTL Thermo -Fin Type A-300 2.9. Duct Leakage Loss: 2.9.1 Each system shall meet SMACNA and ASHRAE leakage class 3. This leakage will be determined by the test and balance consultant. 2.9.2 Loss exceeding leakage class 3 requirements shall be corrected by the HVAC Contractor prior to acceptance by Publix. 2.10. Duct Hangers: 2.10.1 Duct hangers shall be threaded rods or metal straps with metal bands or angles. See details in the mechanical drawings. 2.10.2 Alternate system: Load -rated cable suspension system. The system shall have a specified manufacturer's safe working load (SWL) and supplementary safety factor of at least five times the SWL. The system shall be verified by SMACNA Testing & Research and shall be in compliance with SMACNA Duct Construction Standards guidelines, 1995 ed., ch. 4. 2.10.2.1 Approved System: Gripple Hang -Fast. 2.11. Grease Hoods: 2.11.1 Install UL classified range hoods as indicated on the Drawings and in . accordance with NFPA 96. Hoods shall be 18 gage, 304 stainless steel, liquid tight welds, grease extractors, vapor proof lights with factory pre -piped fire suppressor. Manufactured by greenheck, furnished by Publix 2.12. Suppression 2.12.1 Provide fire protection system (specified Section 15355-Automatic Fire Suppression System) for all grease -laden air removal hoods (Designated GH-). Fire dampers shall be at the supply air inlets. 2.13. Grease Hood Exhaust Duct 2.13.1 Provide welded 16 ga. galvanized steel exhaust duct as indicated on Drawings. 2.13.2 Access door shall be U.L. listed 2.14. Oven Gas Flues 2.14.1 Provide a complete insulated double wall gas venting system (U.L. Listed #103), 1400 degrees F. rating and draft hood for the gas fired equipment and bakery ovens where indicated. 2.14.2 Thimbles, flashing, rain cap as required 2.14.3 Air Intake: Single wall construction. 2.15. Devices and other miscellaneous items: 2.15.1 Dampers: Opposed blade, butterfly type, or splitter, all factory made as indicated. Each shall have a locking quadrant accessible for adjustment, with extension sleeve for duct wrap insulation. 2.15.2 Air Turning Device for Registers: Titus model AG-45 or similar device as approved by Architect. 2.15.3 Radiation Dampers: UL listed and installed where indicated 2.15.4 Piping System for Condensate: Schedule 40 PVC. 2.16. Insulation: 2.16.1 Concealed HVAC Ductwork: 2.16.1.1 Insulate externally with foil scrim kraft (FSK) fiberglass blanket type insulation, ASTM C 1136, thickness and R value as indicated on the Drawings. 2.16.1.2 Comply with ASHRAE 90.1 and energy code requirements of the AHJ. 2.16.1.3 Materials shall have flamespread less than 25, and smoke developed less than 50. 2.16.1.4 Approved manufacturers: Johns Manville . CetainTeed Owens Corning Knauf 2.16.1.5 Neatly cut and fit insulation to the duct surface with all- duct joints overlapped 2" minimum, secured with outward -clinch staples 4" on center each way. 2.16.1.6 On ducts 24" or greater in width the insulation on the underside of the duct shall be secured to the sheet metal surface with Foster'S #85-20, or equal, adhesive, and secured mechanically with sheet metal screws - and caps, or mechanical fasteners adhered to the duct on not more than 18" centers each way. 2.16.1.7 All transverse and longitudinal seams, and penetrations of the vapor barrier facing shall be covered with SMACNA rated foil backed tape applied in and sealed with Foster's #30-80 or #30-65, or equal, vapor barrier mastic. 2.16.2 Where indicated, exposed double wall HVAC duct work shall be internally insulated with fiberglass. 2.16.2.1 Insulate internally with fiberglass rigid board type insulation and retaining fabric, ASTM C1136, thickness and R value as indicated on the Drawings. 2.16.2.2 Materials shall have flamespread less than 25, and smoke developed less than 50. 2.16.2.3 Approved manufacturers: Johns Manville CetainTeed Owens Corning Knauf 2.16.3 Fire-resistant Grease Duct Wrap 2.16.3.1 Alternative to 1 and 2 hour fire resistant rated gypsum shaft enclosures. Product shall be a flexible, O" clearance, non -asbestos system, encapsulated with a scrim re -enforced foil. no flame, no smoke characteristics for the foil blanket. Install per manufacturer's guidelines. 2.16.3.1.1 Approved manufacturers and products: Vesuvius - Pyroscat Ductwrap and Pyroscat Fast R Duct Wrap 3M - Fire Barrier Ductwrap 15A Thermal Ceramics FireMaster-FastWrap+ 2.16.3.2 Follow the manufacturer's guidelines for securing ductwrap, welded stickpins only, banding and sealers. 2.17. Ductwork accessories: 2.17.1 Control Dampers Provide dampers with parallel blades for 2 position control, or opposed blades for modulating control. 2.17.1. I All metal parts galvanized steel. 2.17.1.2 Blades: 16ga. 2.17.1.3 Bearings: Heavy duty molded nylon. 2.17.1.4 Axles: 1/2" dia. steel, 9" OC. 2.17.1.5 Steel Frames: 2.17.1.5.1 Up to 25 sq. ft.: 2"Xl/2"Xl/8" 2.17.1.5.2 Over 25 sq. ft.: 4"Xl 1/4"Xl6ga. 2.17.1.6 Acceptable Manufacturers: Greenheck Ruskin 2.17.2 Fire Dampers: 2.17.2.1 Fire dampers shall be rated where indicated and shall be UL 555 listed. 2.17.2.2 All metal parts galvanized steel, dynamically tested. 2.17.2.3 Casings: 20 ga. 2.17.2.4 Blades: 24 ga. 2.17.2.5 Fusible Link: 160 - 165 deg. F. 2.17.2.6 Damper: Positive lock type with curtain type blade, positive lock in closed position, with curtain 100% out of airstream. 2.17.2.7 Steel Frames: 2.17.2.7.1 Up to 25 sq. ft.: 2"Xl/2"Xl/8" 2.17.2.7.2 Over 25 sq. ft.: 4"Xl 1/4"Xi6ga. 2.17.2.8 Acceptable Manufacturers: Greenheck Ruskin 2.17.3 Duct access doors: 2.17.3.1 Construct of same gauge or heavier as ductwork served. Provide insulated doors for insulated ductwork. Provide flush frames for un- insulated ductwork, extended frames for externally insulated ductwork. Provide one side hinged, other side with one handle type cam latch for all doors. If space is limited for a hinged door swing, then provide a two handle type cam latch door. 2,17.3.2 Door sizes shall accommodate to allow fire dampers and other devices to be accessed for repair or reset to normal position after being activated. Largest Dimension of Duct Access Door Nom. Dimension Up to 10" 6"X6" 10" to 16" 8"X8" 17" to 24" 12"X12" 25" to 36" 16"X16" 37" and larger 24"X16" 2.17.3.3 Acceptable manufacturers: Greenheck Ruskin 2.17.4 Fabricate kitchen hood ducts from 16 ga. galvanized steel sheets, 18 ga. stainless stell where exposed Conform to NFPA 96. Ali joints and seams shall be welded liquid tight. Provide a flange for duct at top of exhaust fan curb. 3. Execution: 3.1. General 3.1.1 Neatness counts. Make all joints, connections, unions, etc. with proper care to insure that tight connections are made without excess material, well secured to supports. 3. L2 Install duct with runs straight, shop formed radiuses at bends, and adequate supports. 3.1.3 Verify all field dimensions and locations of equipment and fixtures within the layout to ensure close, neat fit, with other trades work. 3.2. Installation: 3.2.1 Installation of rooftop A.C. units: 3.2.1.1 Publix will furnish factory fabricated steel roof curbs complete with wood nailer strips. Curbs are shipped fully assembled and tapered to fit roof slope. 3.2.1.2 Provide materials and coordination with other trades required to ensure that curbs are installed properly. 3.2.1.3 Attach units to curbs as indicated on the Drawings. 3.2.1.4 Lift all A/C units with spreader bars to prevent cable damage to cabinets and components. 3.2.1.5 Publix will accept only those units which are in new condition without . dents or other damage. Scratches or paint damage are to be re -painted with manufacturer's paint. 3.2.1.6 In the event that field repair involves the refrigeration circuit of any unit, such repair is to be made by the unit manufacturer or his representative. 3.2.1.7 Provide each unit with a PVC condensate drain trap in accordance with Drawings and unit manufacturer's recommendation. 3.2.1.8 Piping of unit mounted heat reclaim coils) will be by Publix. 3.2.2 Installation of rooftop fans: 3.2.2.1 Publix will furnish factory fabricated steel roof curbs complete with wood nailer strips. Curbs are shipped fully assembled. Slope accommodation is through steel frame provided under other sections. 3.2.2.2 Provide materials and coordination with other trades required to ensure that curbs are installed properly. 3.2.2.3 Attach fans to curbs as indicated on the Drawings. 3.3. Equipment Start -Up: 3.3.1 All rooftop A.C. units shall be started and adjusted for proper operation by the manufacturer or his representative. No equipment shall be run prior to this start-up. All units shall be made ready for start-up at the same time. 3.3.2 Contractor shall have qualified personnel in attendance to coordinate ductwork and electrical aspects of the start-up. 3.4. Substantial Completion Inspection 3.4.1 All of the following items must be completed prior to Substantial Completion Inspections. No exceptions will be made and no payment will be made until all items are completed. 3.4.2 Cleaning Equipment and Premises: 3.4.2.1 Thoroughly clean all parts of the apparatus and equipment. Exposed parts which are to be painted shall be thoroughly cleaned of cement, plaster, and other material and all oil and grease spots shall be removed. Repaint or touch up as required to make look like new. Surfaces shall be carefully wiped and all cracks and comers scraped out. 3.4.2.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer. 3.4.3 Testing and Balancing Systems 3.4.3.1 Publix will provide a test and balance contractor. This service will be done in the presence of the HVAC Sub- Contractor, so that deficiencies can be noted. 3.4.3.2 Comply with "Standards for Field Measurement and Instrumentations" Form No. 81266 Volume One. as published by the Associated Air Balance Council. 3.4.3.3 Submit three (3) copies of the complete test reports to the Publix Refrigeration Department prior to Final Acceptance of the Project. 3.4.3.4 Provide sufficient time before the completion date so that testing and balancing can be accomplished, and remediation made. 3.4.3.5 Put all HVAC Equipment into full operation and continue operation during each working day of testing and balancing. 3.4.3.6 All dampers shall be in wide open or neutral position prior to test and balance of the system. 3.4.3.7 Implement changes recommended by the testing and balancing contractor, including pulley changes, balancing dampers and other items as required to obtain proper system balance as judged by the testing and balancing contractor and the Publix Architect. 3.4.3.8 Maintain operation of the system for a minimum of 24 hours after balance has been obtained. Notify Publix Architect so that he may inspect the system under operating conditions. 3.5. Prior to requesting a Final Inspection, submit a typed schedule or a marked up set of Drawings indicating the observed velocity of each grille, register or outlet. These test data shall be final readings after balancing the system. 3.6. Dust streaking on exposed duct systems: After 6 months, examine all exposed ductwork for dust streaking. Where streaking has occurred, the causes ofthe streaking shall be determined and repaired. Streaked surfaces shall be cleaned and touched up to match the original finish. End of Section 23 70 00 Section 26 00 00 Electrical 1. General l.l. Summary 1.1.1 Comply with requirements of Sections O1 1100, O1 33 00, 0150 00, 0177 00, 01 78 39. 1.1.2 Provide all materials and equipment and perform all labor required to install electrical systems complete as indicated, as required by code, and as specified herein. 1.1.3 Obtain and pay for all permits, bonds, inspection. Coordinate inspections with work as it progresses. 1.1.3.1 Provide services necessary to coordinate work with work of others. Notify concerned parties before proceeding with work that will affect them. 1.1.3.2 Provide electric service to connect with site utilities at a point outside the building as shown on the Drawings. 1.1.3.3 Coordinate with Utilities all requirements for utility transformer and Metering.Furnish and install all utility requirements for electrical service (ie. transformer pad, CT compartment, meter base and pedestal) 1.1.3-4 Install all panelboards, and contactors at the locations shown on the Drawings and specified herein. 1.1.3.5 All spare, empty conduit and junction boxes to have pull string. 1.1.3.6 Furnish and install all conduit and conductors between the load side of the feeder breakers to the branch panels. 1.1.3.7 Furnish and install all branch circuits between the panelboards and the final terminal as shown on the Drawings and specified herein. 1.1.3.8 Furnish and install all secondary service between the power company transformer to the main switch as indicated on the Drawings. L 13.9 Receive, store, install and make final electrical connections to all lighting fixtures as shown on the Drawings and specified herein. 1.1.3.10 Furnish and install conduit and boxes only for the public address system and telephone outlets. 1.1.3.11 Make electrical connections to the electric door operators as shown on the Drawings and specified herein. 1.1.3.12 Make all electrical connections to equipment supplied by Publix. Electrical Contractor to verify all manufacturer equipment requirements prior to connection. Any conflicts or deviation in design to be brought to the attention of the Engineer. 1.1.3.13 Make all electrical connections to refrigerated display cases and walk- in boxes as shown on the Drawings and specified herein. 1.1.3.14 Make all electrical connections between the main switchboard and the refrigeration compressors and condensing equipment as shown on the Drawings and specified herein. 1.1.3.15 Furnish and install all motor starters, disconnect devices, conduit and conductors for control and power wiring. 1.1.3.16 Make all electrical connections between the main switchboard and the air conditioning compressors, air handling units, package units and strip heaters as shown on the Drawings and specified herein. 1.1.3.17 Make all electrical connections between the machine rooms mounted refrigeration equipment and the refrigerated display cases, walk-in freezers and coolers as shown on the Drawings and specified herein. 1.1.3.18 Furnish and install all conduit and conductors to totally electrically connect all controls as specified herein. 1.1.3.19 Furnish and install all electrical work required for the dry chemical fire extinguisher system in the grease exhaust hoods. in compliance with NFPA Bulletins #17, 496, and with local codes. 1.1.3.20 Furnish and install all electrical wiring devices as shown on the Drawings and specified herein. 1.1.3.21 Furnish and install all conduit, conductors, disconnect devices and flexible metal conduit to completely wire all supply and exhaust fans as shown on the Drawings and specified herein. 1.1.3.22 The Electrical Contractor is fully responsible and liable for damaged and lost materials furnished by Publix. It shall be required that he sign for the materials supplied by Publix. 1.1.3.23 Panels for A/C and refrigeration mechanical systems, as furnished pre -wired internally by others, shall be mounted and connected by the Electrical Contractor. Refer to Drawings and Specifications for air conditioning. 1.1.3.24 Furnish and install all electrical service and controls for fans installed by others. 1.1.3.25 Furnish and install power wiring to each HVAC unit including the safety disconnect switch and other required electrical devices to make the unit operational as shown on the Drawings and specified herein. 1.1.3.26 Install emergency generator and transfer switch complete, as furnished by Publix. 1.1.3.27 Install conduit/boxes with pull string for fire alarm and burglar alarm system, as furnished by Publix per note on Electrical Drawings. 1.1.3.28 Install and connect air conditioning control panel, energy management system, supplied by Publix. 1.1.3.29 Install conduit, conductors and make connections to "Publix" sign, and all other facade signs and under -canopy signs (signs supplied and installed by Sign Contractor). 1.1.3.30 Security and fire alarm systems or combined system: the Contractor shall supply and install conduit, boxes, and pull strings as shown on Drawings. Power supply, station controls and complete final hook-up by Fire Alarm Constrictor as noted on Drawings. 1.1.4 Related Work by Other Contractors: 1.1.4.1 Setting and roofing in of all curbs and pitch pockets by Roofing Contractor. (setting of A/C curb only shall be by A/C Contractor) 1.1.4.2 Setting ofwater heaters, ovens, kitchen equipment, gondolas, cash registers, air conditioners, exhaust fans, refrigerated cases, meat room equipment, facade signs and other miscellaneous equipment by others. Final electrical connection by Electrical Contractor. 1.1.4.3 Kitchen Hood Fire Protection System by Others. 1.1.5 Publix reserves the right to furnish some items of electrical equipment to the Electrical Contractor. If this is done the Electrical Contractor shall install the equipment and deduct the cost of the equipment from his contract. Cost adjustment will be made by Change Order. 1.1.6 All apparatus shall be installed at exact height and locations as shown on the Drawings, or if not shown, at heights and locations determined by applicable codes and laws. 1.1.7 Perform all excavation and backfill required for services, and for all conduit and work inside and outside the building. Cutting of curbs, walks, concrete and paving required for excavation shall be done by appropriate trade. 1.1.8 All store cases, coolers, and freezers will be furnished and set in place by Publix. Check Equipment Drawings against Drawings in order to verify exact locations. 1.2. Definitions: Explanation and Precedence of Documents: 1.2.1 For purposes of clarity and legibility, Electrical Drawings are essentially diagrammatic and, although size and location o€ equipment are drawn to scale wherever possible, Electrical Contractor shall make use of all Contract Documents. 1.2.2 The Drawings indicate size, connection points and routes of conduit and equipment. It is not intended, however, that all offsets, rises and drops are shown. Install all items as required to fit structure, avoid obstructions, and retain clearance, headroom, openings and passageways. 1.2.3 Remodels: Carefully examine all existing conditions, existing work in place and premises and compare the drawings with the existing conditions. Submittal of bid indicates that the Electrical Contractor has examined the Site and Drawings and has included all required work in his bid. No allowances will be made for any error resulting from Contractor's failure to visit Job Sites and to review Drawings/Documents. . 1.2.4 Conflicts, discrepancies, interferences and omissions in Documents shall be brought to the attention of the Engineer for clarification prior to commencement of Work. 1.3. Submittals: 1.3.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.3.2 Within 30 days of Contract Commencement (Authorization to Proceed), submit for Publix Engineer's approval: 1.3.2.1 List of materials intended for use in the Project. 1.3.2.2 Manufacturer's catalogue cuts of materials intended for use in the Project. LOI's not acceptable. 1.3.2.3 Submittals to include: Switchgear, breakers, panel boards, starters, disconnects, relays, walkerduct, wire channel system, conduit, wire, boxes, wiring devices, receptacles, switches. 1.3.2.4 Copies of licenses of key personnel if requested by Publix. 1.3.2.5 Samples of materials if requested by Publix. 1.3.2.6 Other items required to complete the Work 1.3.3 Submit three identical bound copies of all items. Arrange categories in order listed above. 1.3.4 All cuts for the above shall have rough -in dimensions, connection sizes, and any special installation requirements. In addition, furnish motor horsepower voltage and phase for all equipment. 1.3.5 Close Out Documents: 1.3.5.1 Comply with applicable provisions of Section 0178 39 Project Record Documents. 1.3.5.2 Provide a complete set of manufacturer's warranties and warranty certificates. 1.3.5.3 A copy of the final approval from the local building department. 1.4. Quality: 1.4.1 Subcontractor: 1.4.1.1 The Electrical Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. 1.4.1.2 Upon request Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the previous two years prior to bid opening. 1.4.1.3 Publix reserves the right to refuse any Subcontractor with or without cause. 1.4.2 Personnel: 1.4.2.1 Employ an experienced superintendent to oversee all operation. 1.4.2-2 Work shall not proceed without adequate supervision present at all times. 1.4.2.3 Work shall be accomplished by workers certified in their trade as masters, journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.4.2.4 Publix reserves the right to reject personnel with or without cause. 1.4.3 Quality Standards 1.4.3.1 Work shall be accomplished to ensure safety to all personnel during installation and after occupancy. 1.4.3.2 Work will be judged by Publix in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted. 1.4.3.3 Neatness counts. Make all joints, connections, unions, etc. with proper care to insure that tight connections are made without excess material, well secured to supports. 1.4.3.4 Install conduit with runs straight, accurately formed radiuses at bends, and adequate supports. 1.4.4 Regulations: Comply with applicable provisions of the following codes (latest version adopted by governing agencies): National Fire Protection Association (NFPA) National Electrical Code Local Utility Code Local Building Code Safety Code for Mechanical Refrigeration. Conform to governing codes, ordinances and regulations of city, county and state having jurisdiction. Where local codes are not applicable, conform to National Electric Code/State Electric Code where Project is located. OSHA - for construction 1.4.5 Test the entire system. The solid neutral wire shall be tested for thorough grounding and all hot wiring shall be tested for shorts and grounding. 1.4.6 Participate in the Pre -Construction Conference. 1.4.7 Substitutions: Comply with Section 01 63 00 Product Options and Substitutions. In general, substitutions are not allowed 1.5. Sequencing: 1.5.1 Notify General Contractor, or any others, of all required chases, sleeves and openings required so that the work can be accomplished without delay. Provide necessary sleeves, etc., to be installed. Otherwise, Electrical Sub -Contractor shall pay for appropriate trades to perform cutting and patching. 1.5.2 Joists, girders, beams, columns or reinforcing steel shall not be cut. 1.5.3 Where construction necessitates the routing of conduit through structural members, fuming or under footings, permission to make such installation shall first be obtained from the Structural Engineer. 1.6. Temporary Operation: 1.6.1 The Owner may require operation of parts or all of the installation prior to Final Acceptance. 1.6.2 Cost of utilities for such operation shall be paid by the Contractor. This operation does not constitute acceptance of the Contractor's Work. 1.6.3 All electricity used for construction shall be paid for by the General Contractor. Furnish and install temporary electrical connection and meter for construction purposes. Remove temporary service when use is no longer required. Clean up and landscape as required. 1.7. Emergency Repairs: The Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's guarantee nor relieving the Contractor of his responsibilities during the guarantee period. 1.8. Operating Instructions and Service Manual: 1.8.1 Provide two (2) neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. 1.8.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. 1.8.3 Representatives of the Owner shall be instructed by the Contractor as to complete care and operation of the electrical system.. Inform the Engineer in writing as to the persons who received the instructions and the date that this was done. 2. Products: 2.1. Materials: 2.1.1 All materials shall he new, of the best quality. 2.1.2 All similar materials such as switches, panelboards, starters, contactors, fuses, circuit breakers, junction boxes, and other classes of equipment shall be of the same type and manufacturer. 2.1.3 All equipment and materials shall be furnished in strict accordance with the equipment schedule and Specification requirements. 2.2. Panelboards 2.2.1 The panelboards shall be dead -front, totally enclosed, with locking doors, with quick -lab ambient corrected bolt -in type circuit breakers in one, two or three pole common trip units as noted on the Drawings, UL approved. The panelboards shall be 3 phase, 4 wire, solid neutral, ground buss, voltage and number of poles as noted on the Drawings. Panelboards shall have copper bussing. The circuits shall be connected to individual poles of the panel exactly as shown on the Drawings, and the panel shall be provided with a typewritten directory. 2.2.2 All panels shall be factory assembled. 2.2.3 Ground fault circuit in terrupters shall be provided on each circuit as required by the NEC or where specified on the Drawings. 2.2.4 Provide all panels sized as noted on the Drawings or as required. 2.2.5 Circuit breakers supplying High Intensity Discharge (HID) shall be equipped with HID compensated breakers. 2.2.6 Equipment ground bus and neutral bus to be copper with screw type lugs. 2.2.7 All panels noted on drawings with isolated ground circuits shall have a copper isolated ground bus in addition to equipment ground bus. 2.2.8 Acceptable Manufacturers: G.E Square - D ITE. Div. of Siemens -Allis 2.3. Service and Switchboard 2.3.1 Secondary service entrance shall be as indicated on the Drawings. and shall be: 2.3.1.1 Pad mounted transformer 2.3.1.2 Coordinate Publix drawings with site electrical drawings. Conflicts are to be brought to the Engineer for clarification/resolution. 2.3.2 Verify method of service with local utility company and obtain written approval from Publix Representative before commencement of work. 2.3.3 Obtain all utility requirements for commercial service installation. Electrial Contractor must provide all requirements of the utility for a complete and operational system. 2.3.4 System shall be grounded in conformance with NEC. and as shown on Drawings. 2.3.5 All switchgear and panels shall be sized as noted on the Drawings or as required G.E. Square - D ITE Div. of Siemens -Allis, 2.4. Main Switchboard 2.4.1 General: Furnish and install the service entrance distribution switchboard as herein specified and shown on the Drawings. 2.4.2 The switchboard shall meet Underwriters' Laboratories enclosure requirements and be furnished with an Underwriters' Laboratories label 2.4.3 Construction: Square D Busstack construction or approved equal. 2.4.4 Enclosure Construction 2.4.4.1 The switchboard framework shall consist of steel channels welded or bolted to the frame to rigidly support the entire shipping section for moving on rollers and floor mounting. The framework is to be formed, code gauge steel, rigidly welded and bolted together to support all cover plates, bussing and component devices during shipment and installation. 2.4.4.2 Each switchboard section shall have an open bottom and individual removable top plate for installation and termination of conduit. top and bottom Conduit areas are to be clearly shown and dimensioned on the Shop Drawings. Switchboards are to be front access only.The wireway front covers are to be hinged to permit access to the branch switch load side terminals without removing the covers. All enclosure plates shall be screw removable and small enough for easy handling by one man. The paint finish shall be gray enamel over a rust - inhibiting phosphate primer. 2.4.5 Bussing: 2.4.5.1 The switchboard bussing shall be plated and of sufficient cross - sectional area to continuously conduct amperage as indicated on Drawings with a maximum average temperature rise of 50 degrees c. above an ambient temperature of 25 degrees c. 2.4.5.2 The buss shall be aluminum with 100% neutral with an integrated equipment rating of 100,000 amps (sym) A.I.C. at 240V, 65,000 amps (sym) A.I.C. at 48OV. 2.4.5.3 The buss shall extend the full length of the available feeder area. 2.4.6 Withstand Rating, 2.4.6.1 The switchboard, as a complete unit, shall be given a single withstand short circuit current rating by the manufacturer. The withstand short circuit current rating shall certify that all equipment is cap_ able of withstanding the stress of a fault equal to the interrupting rating of the least overcurrent protective device contained therein. Such rating shall be established by actual tests by the manufacturer on equipment constructed similarly to the subject switchboard This test data shall be available and shall be furnished to the Engineer, if requested, with or before the submittal of Approval Drawings. 2.4.6.2 The complete unit shall have interrupting rating of not less than 100,000 amps Tins symmetrical at 240 volts,65000 amps RMS symmetrical at 48OV. 2.4.6.3 All devices in the switchboard to be fully rated . Series rating is unacceptable. 2.4.7 Main Switch (Two-step stored energy electronic trip molded case circuit breaker): 2.4.7.1 Individually fixed mounted through contact type, equipped with an electric trip device for remote shunt trip operation. 2.4.7.2 Circuit breakers shall have power terminals to accomodate either cable or bolted buss connections. 2.4.7.3 Circuit protective devices shall be two-step stored energy type circuit breaker, UL listed for 100% continuous current when applied in QED switchboards. Sensor ampere ratings shall be as shown on the drawings or as otherwise indicated. 2.4.7.4 Provide a fixed instantaneous (High Level Selective Override) circuit on breaker(s). The circuit shall have a defeatable instantaneous adjustment to allow the breaker to remain closed for up to 30 cycles during overcurrents below the rnis symmetrical short in withstand ratings. The circuit shall trip instantaneously when current levels exceed applicable withstand ratings. 2.4.7.5 Circuit breakers shall be factory sealed and shall have a date code on its face. Poles shall be labeled with respective phase designs. 2.4.7.6 Breaker faceplate shall indicate reated ampacity. Breaker faceplate shall indicate UL and EEC certification standards with applicable voltage systems and corresponding AIC ratings. 2.4.7.7 Each circuit breaker shall be equipped with a push -to -trip button to operate the trip mechanism mechanically. 2.4.7.8 Provide local control push buttons to OPEN and CLOSE circuit breaker. Color coded visual indication of contact position (OPEN or CLOSED) shall be provided on the front of the breaker. Provide for local manual charging following CLOSE operation, with color coded visual indicatin of charging status. Visual indicator shall indicate CHARGED only when closing springs are completely charged. 2.4.8 The main switch shall be as manufactured by Square "D" or equal as approved by Publix Engineer 100% rated at specified amps - no substitutes. 2.4.9 Bus Duct: (When Used) 2.4.9.1 Service entrance bus duct shall be amps as shown on Drawings, 3 phase, full neutral, suitable for 120/209 volts service, inside -outside location. 2.4.9.2 The bus duct shall be complete with all necessary elbows, transformer taps, fire stops, wall flange for fittings and supports to provide a satisfactory installation as indicated on the Drawings. 2.4.9.3 The bus duct shall be of the same manufacturer as the main switchboard. 2.4.9.4 The bus duct shall have the same interrupting rating as the main switchboard 2.4.9.5 Support for bus duct by General Contractor. 2.4.10 Fusible Switches: 2.4.10. I The fusible switches shall be quick -make, quick -break and suitable for use on the services described by the size shown on the associated Drawings. The units shall be listed and approved by Underwriters' Laboratories for heavy duty entrance use and where applicable, shall be dual horsepower rated for both standard one-time or dual -element fuses. The fusible switches shall be group mounted in panel -type construction. Each switch shall be equipped with Class 'R' rejection type fuse clips per Bussman or Littlefuse KTN-R, Class "R" type. 2.4.10.2 Each switch is to be enclosed in a separate steel enclosure. The enclosure shall employ a hinged cover for access to the fuses which shall be interlocked with the operating handle to prevent opening the cover when the switch is in the on position. This interlock shall be constructed so that it can be released with a standard electrician's tool for testing fuses without interrupting service. The units shall have padlocking provisions in the offposition and the operating handle position shall give positive switch position indication, i.e. horizontal oft; diagonal on. Switches shall pass industry standard I2T withstandability tests and fuse race tests as described elsewhere in the Specifications. 2.4.10.3 All fusing -as manufactured by Bussman or Littlefuse; dual -element and current limiting as shown on the Drawings. 2.5. Contactors 2.5.1 Contactors shall be manufactured by Square'D', Siemens, or General Electric; or others as approved by Publix in writing specifically for this project. P ub ix® S U P E R M A R K E T S CORPORATE OFFICES FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT-FL.REG.91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.1 1881 SC. REG. 7477 AL. REG.623A JOHN W. KITCHENS, PE CIVIL/STRUCTURAL- FL_ REG. A5277 GA. REG. 020251 SC. REG.16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 5195P GA. REG. 27740 SC. REG.21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL. REG. A3889 GA. REG. 021246 SC. REG.16521 AL. REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL. REG. 54781 GA. REG.31882 SC.REG.25591 AL. REG.2SA69 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL. REG. 5AO85 GA. REG. 025636 SC. REG. 19743 AL. REG.23065 TN.RE-G.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGI INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4•,4 DRAWING TITLE: t Version 07.2 2.5.2 Contactors shall be designed to carry the full rated current on a continuous basis. 2.5.3 Contactors shall be electrically operated, mechanically held, and suitable for remote operation. The mechanically held contactors shall be supplied with coil clearing contacts which disconnect the magnet coil when operated to eliminate any AC magnetic hum. 2.5.4 Contactors shall be as sized as shown on the Drawings and be installed in a NEMA I enclosure. 2.6. Wire and Cable 2.6.1 All wires shall be THHN copper unless otherwise noted. No wire shall be smaller than #12 AWG. except control wire. No aluminum wire will be permitted. 2.6.2 Except as noted, no conductors smaller than #12 AWG shall be used. #10 AWG shall be used on runs of over 100 ft. 2.6.3 In no case shall the number of conductors installed in conduits exceed the maximum fill allowed by the NEC. Should this occur on the Drawings, the Electrical Contractor shall inform the Engineer before installation. Conductors shall not be installed beneath the heating equipment foundations. 2.6.4 Control wire for the air conditioning and refrigeration equipment shall be type THHN stranded and no smaller than # 14 or where indicated on Drawings. 2.6.5 Pull boxes are allowed only when required by code. Wire must be in one unspliced run to all secondary panel feeders, and in one unspliced run to all air conditioning and refrigeration units. 2.6.6 Install all phase conductors, neutral conductor, and ground conductor from panel board to the equipment connection junction box. If the neutral conductor is not needed it shall be taped and identified in the J.B. for future use. 2.7. Conduits and Raceways 2.7.1 PVC: Schedule 40 conduit may be used under floor slab. Riser shall be heavy wall hot dipped galvanized steel. 2.7.2 No PVC shall be installed above floor slab. 2.7.3 GRC 90's shall be used on all runs over 50'. 2.7.4 Underfloor Duct: 2.7.4.1 Shall be "Waikerduet" (no substitutes) as manufactured by Walker/ Textron Company, Parkersburg, West Virginia. Install complete service fittings, blanking plates, junction boxes, covers, etc., with threaded fittings. Use standard No. 2 and No. 4 duct with #2-24 x 2 x 2 or 92-12 x 2 x 2 inserts as shown on Drawings; adaptors #1126a-3/ 4", for cable. Install Walker Duct junction boxes with brass tops recessed to receive terrazzo/methyl methacrylate. Verify locations of duct with Drawings. 2.7.4.2 Top of cut insert shall be 3/4" below finish floor line. 2.7.5 Raceways concealed in wall or ceiling spaces shall be standard weight hot dipped galvanized EMT with compression couplings or as specified below. 2.7.6 All "L'S" used to turn up through concrete slabs shall be thick wall galvanized conduit & couplings. 2.8. Time Switches 2.8.1 Provide time switches as manufactured by Intermatic (no substitutes) 2.8.2 Time switches shall be DPST, 40 amperes, 120 volt, AC motor and astronomic dial, spring -wound carry-over. 2.8.3 Time clocks shall be labeled. 2.9. Outlet Boxes, Fittings, and Connectors 2.9.1 Unless hereinafter specifically noted or shown on the Drawings, the minimum size of branch circuit outlet boxes for concealed work shall be 4"x4"xl 1/2" for square boxes and 4"xl 1/2" for octagon boxes. 2.9.2 Boxes shall be provided with plaster covers of sufficient depth to bring the face of the outlet substantially flush with the finished wall or ceiling. The box shall not project beyond the finished wall or ceiling line. 2.9.3 Outlets in concrete block, or other hollow masonry walls: 2.9.3.1 Openings in concrete block walls for outlets shall be cut to exact size with a masonry saw. 2.9.3.2 Switch and receptacle mounting heights, as specified or noted may be adjusted so that the bottom of the outlet box may rest on the top of the wall block at the nearest mortar joint 2.9.3.3 All unused outlets shall be provided with blank covers. 2.9.4 Where conduits 1" or larger enter outlet boxes, the boxes shall be 4 11/16"x4 - 11/16"x2 1/4" minimum. Boxes shall be of ample size to provide conductor spaces as required by the National Electric Code. 2.9.5 "Handy", utility or sectional boxes will not be permitted in masonry v- 2.9.6 When more than one switch or device is shown ganged at any location a one- piece box of suitable size shall be installed. 2.9.7 Outlet boxes intended for the installation of lighting fixtures shall be equipped with 3/8" "No -Bolt" or equal fixture studs. 2.9.8 Unless otherwise noted, all switches, receptacles and devices shown on the exterior of building walls shall be installed in flush mounted boxes provided with weatherproof gaskets. 2.9.9 All conduit fittings (condulets) shall be of the cast metal threaded hub type, Crouse -Hinds, or Appleton. 2.9.10 All rigid conduits entering panels, cabinets, outlet boxes, etc., shall be provided with loeknuts on both sides of such devices driven tight so as to maintain positive electrical and mechanical continuity throughout the conduit system. Insulated bushings shall be installed on the inside of the termination 2.9.11 Threadless couplings shall not be used for rigid conduit. 2.9.12 All EMT couplings and box connectors shall be of the set screw or compression type. Compression type shall be used in all coolers/freezers, or in outdoor applications. Cast connectors or couplings will be allowed. 2.9.13 All flex conduit shall be steel w/steel fittings, and shall extend a maximum of 10 ft. unless approved by Publix. 2.9.14 All receptacles labeled GFI on drawings to be supplied as GFI receptacles. GFI circuit breaker or feed through series GFI circuit is unacceptable. 2.9.15 All receptacles labeled IG (isolated ground) shell be IG listedand shall get a separate (from other equipmmnt ground) green with yellow stripe isolated ground conductor. All isolated ground circuits to include equipment ground conductor. 2.9.16 All conduits to have an equipment ground conductor in addition to conductors shown on drawings. 2.10. Junction Boxes: Wiring shall be neatly arranged, bundled and laced in proper groups. 2.11. Pull Boxes 2.11.1 Pull boxes shall be installed in conduit system where needed whether or not they are shown on the Drawings. 2.11.2 Boxes shall be constructed of code gauge galvanized steel with screw covers. 2.12. Safety Switches 2.12.1 The basis of design and quality standards is Square - D. 2.12.2 All units shall be of the same manufacturer. 2.12.3 Safety switches shall be fusible, solid neutral, 277 volt, quick -make and quick - break with visible blades, single throw, general duty, of size and fusing as shown on the Drawings, or required for application. switches mounted out of doors shall be weatherproof heavy duty type with protective barrier over hot lugs. 2,12.4 Exterior units shall be in rain tight enclosure. (NEMA 3R) 2.13. Wall Switches 2.13.1 Switches shall be flush mounted, quiet tumbler type, 250 volts, 20 amp. rated 2.13.2 Wall plates shall be smooth, 302 stainless steel, one piece as indicated on the Drawings. 2.13.3 Switches shall be installed on the "strike" side of the door swing. 2.13.4 Switches shown near doors shall be not less than two inches and not more than twelve (12) inches from the trim. 2.14. Receptacles 2.14.1 All units shall be totally enclosed composition with side and rear connections. All units shall be equipped with ears and have a rating as listed below. All devices shall be Hubbel or Leviton. See symbol schedule on DWGS. 2.14.2 Duplex convenience outlets with ground shall be 20 amp, 125 volt parallel slot, "U"-shaped ground, heavy duty 'IT" rated. 2.14.3 120/208 volt, 3 wire receptacles with ground shall be single 3 wire polarized receptacles with grounding terminal. 2.14A Weatherproof receptacles shall be duplex, 20 amp, 125 volt parallel slot receptacle with "U" shaped grounding slot in flush, weatherproof box with gasketed cover and self closing, spring door. 2.14.5 Floor outlets shall be 20 amp, 125 volts single or duplex parallel slot receptacles with "U" shaped grounding slot as called for, located as shown on the Drawings. Provide slotted brass flush cap for sealing when not in use. 2.14.6 All device cover plates shall be smooth 302 stainless steel, one piece. 2.15. Lighting Fixtures 2.15.1 All lighting fixtures shall be finished by Publix and installed by appropriate trade. In -line fuses are included with all fluorescent and metal halide fixtures. 2.15.2 In areas of suspended ceilings two safety wires per fixture will be supplied and hung by the suspended ceiling Subcontractor; the Electrical Subcontractor shall tie fixtures in areas of suspended ceilings with two (2) #10 wire up to the roof joists per fixture. 2.16. Electric Door Openers: Electric door openers shall be furnished and installed by others but wired with two (2) 115 volt, 20 amp, 3 wire circuits to control box at the top of the door. 2.17. Intercom/Music/Paging System 2.17.1 The Contractor shall supply and install sound outlets, conduit and junction boxes with equipment as shown on the Drawings (including architectural ceiling grid plan). 2.17.2 The outlet boxes shall be standard boxes provided with blank covers. 2.17.3 The conduit shall be not less than 1/2". 2.18. Telephone Outlets: 2.18.1 Provide outlets as located on Drawings, 2.18.2 See Drawings for location and size of conduit runs, 2.18.3 Provide stainless steel. outlet boxes and cover plates. 2.19.4 Locate telephone control box inside telephone equipment room. 2.18.5 Provide outlets for wall phones at indicated locations. 2.19. Standby Electric -Emergency Generator and Transfer Switch 2.19.1 Emergency generator and automatic load transfer switch will be furnished by Publix and shall be set in place and connected by the contractor. 2.20. Grounding 2.20.1 All wiring system shall be grounded in accordance with article 250 of the NEC. All items of electrical equipment not connected directly and mechanically to the conduit system shall be connected thereto with a jumper of suitable size. All breaks in the continuity of the conduit system shall be bridged with a jumper of the proper size between the next adjacent outlet or junction boxes regardless of the information on the drawings. 2.20.2 All conduit runs shall include an equipment ground cnductor appropriately sized for the associated circuits. 2.20.3 Due care must be taken as not to interchange circuit neutrals, as over heating of the panel board may occur. 2.20.4 A green THHN insulated stranded 12 AWG conductor shall run unbroken from the system ground through the conduit system to the ground connections at all receptacles, switches and lights. Appliance outlets shall be in accordance with NEC. Table 250-95. 2.20.5 Isolated ground, as required in the drawings, shall be a green THHN insulated stranded 12 AWG (min.) with yellow tracer line along the entier length. 2.21. Tests 2.21.1 The Electrical Contractor shall test all wiring and equipment for grounds, continuity and proper operation. 2.21.2 When directed he shall demonstrate by use of a 500 volt megger, the insulation resistance of any circuit or group of circuits. 2.21.3 Where such tests indicate the possibility of faulty insulation, the Electrical Contractor shall locate the point or points of such faulty insulation and shall pull out the faulty conductor or conductors, replace same with new and demonstrate the elimination of faults. 3. Execution 3.1. General: 3.1.1 Temporary Electric Service: Install and maintain 120/240 volt, I phase, 3 wire, 200 amp temporary service. power Consumption cost only paid by Contractor. Installation shall comply with OSHA; NEC; and all local requirements. 3.1.2 The locations of the outlets, switches and convenience outlets shall be approximately as shown on the drawings and as specified, but exact locations shall be as directed by Publix Field Representative. The running of all circuits, switch legs and conduits is purely diagrammatic. Do not scale from Drawings. 3.1.3 Rigging and hoisting that is incidental to the electrical portion of the Work shall be performed by the Electrical Contractor. This shall include the hoisting of equipment supplied by both the Electrical Contractor and Pubhx that are installed by the Electrical Contractor. 3.1.4 Coordinate this work with other trades so that interference between the trades can be avoided. 3.1.5 All channels, angles and other members for the installation and support of the electrical equipment shall be furnished and installed by the Electrical Contractor. 3.1.6 The attachment of boxes, conduit, hangers, etc. shall be by machine screws or through bolts on steel, expansion bolts in concrete and masonry, and wood screws in wood. Wood composition plugs shall not be used. 3.2. Excavation and Backfilling: 3.2.1 Do all excavating required to install any underground conduit and after the same are in place and tested and approved, Thoroughly tamp earth around conduits and remove earth from premises as directed. 3.2.2 Underground conduit must be covered by a minimum of three (3) inches of underslab fill. 3.3. Conduit, Raceways, Etc. 3.3.1 All metallic non -current carrying components and enclosures of the electrical wiring system are to be bonded and grounded. 3.3.2 Furnish all necessary fittings and supports to make the raceways or busways fit the building structure and equipment. Raceway size shown or called for are minimum. The Electrical Contractor shall verify all raceway sizes with the dimensions of the particular cable to be installed 3.3.3 All exposed raceways and conduit shall be neatly installed perpendicular or parallel to walls and floors. No exposed conduit is allowed in sales area or work rooms (except where required in exposed structure areas of stores without ceilings.) 3.3.4 All raceways shall be supported by approved types of galvanized wall brackets, ceiling trapeze hangers, pipe hangers or pipe straps. Perforated metal strap or tie wire shall not be used for any conduit or raceway. 3.3.5 All conduit located above ceilings shall be EMT or ERC, and must be installed within the area provided for on Drawings. 3.3.6 Areas for work of various trades: Conform to locations as defined in Section 01 1100 Summary of Work. 3.3.7 All conduit located underground may be PVC Schedule 40, except service entrance which may be concrete encased PVC schedule 40 or heavy wall rigid conduit, or weather proof buss duct as shown. Underground conduit lengths greater than 50' shall include GRC 90. 3.3.8 All job cut threads shall be given a coat of rust -inhibitive paint. 3.3.9 Caulk where conduit passes through walls, providing approved fire -stopping system where required. Caulk where conduit passes through walk-in freezers and coolers. All cutting in block work must be done with carborundum saw; no chisel or hammer work will be accepted. 3 A Circuit Identification: Label all panels by approved means to identify circuits. Install equipment in cans, as per Drawings. Mark all panels, time clocks, starters, contactors, disconnect devices and main panels on the outside with riveted or approved attached plastic laminated labels 1" minimum high w/ 3/4" minimum letters of contrasting colors. All circuits shall be identified by typed lettering of contrasting color to tags & covered w/approved plastic cover. 3.5. All panelboards shall include a typed directory of all associated loads. Refrigeration circuits shall be albeled with associated rfrigeration system number. 3.6. Installation of Items Supplied by Others: 3.6.1 All store fixtures and equipment, including shelf gondolas and check out stands, will be furnished and set in place by Publix, or others, and this Contractor shall make all required electrical connections. Verify items and their locations with Publix's Representative. 3.6.2 Meat and Deli Department equipment will all be with plug-in connectors. Do not wire direct. (unless directed by Publix's Representative). 3.6.3 All wiring and mounting shall be in cooperation with and under the direction of the Publix's Representative. 3.6.4 Make connection to electric water heaters as furnished by Publix. 3.7. Control of Outlets: 3.7.1 Branch lighting circuits controlled at panels by a switch shall be located at the Manager's Office, unless indicated otherwise. 3.7.2 Convenience outlets shall have no intermediate control between panels and outlets unless noted on the drawings. 3.8. Connection of Conductors: All joints between conductors shall be connected with approved pressure type, connectors and insulated with scotch 33 tape and friction tape, if insulation is not provided in pressure type connector used. 3.9. Sleeves at Fire Retardant Lumber: If fire treated lumber is required by local codes and ordinances, the Electrical Contractor shall provide PVC fitting boxes and piping that penetrate the fire resistant lumber. If the PVC components are not approved by local code, other approved methods must be used to protect against the salt in the fire resistant lumber. 3.10. Final Inspection: All of the following items must be completed prior to final inspection. No exceptions will be made and no final payment will be made until all items are completed. 3.10.1 Thoroughly clean all parts of the apparatus and equipment. Exposed parts which are to be painted shall be thoroughly cleaned of cement, plaster, and other material and all oil and grease spots shall be removed repaint or touch up as required to make look like new. Such surfaces shall be carefully wiped and all cracks and corners scraped out. 3.10.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer. End of Section 26 00 00 Section 3120 00 Earth Moving 1. General 1.1. Prepared Pad (Not In Contract) 1.1.1 Pad preparation and Field Density Testing of the Pad are not part of the Work of this Contract. 1.1.2 On projects for which Publix Super Markets, Inc. is the sole Owner, part or all of the Site Work may be part of this Contract; see Bid Forms and Contract for definitive list. 1.1.3 Where use of sub -grade fill or on -site material for under -slab porous fill is not approved by Publix (see below) the pad will have been brought to an elevation of eight (8) inches below Finished Floor by the work of another contract. 1.1.4 Where use of sub -grade fill or on -site material for under -slab porous fill is approved by Publix (as evidenced by acceptance of Deductive Altemate-see Article 3.2 below) the pad will have been brought to an elevation of four (4) inches below Finished Floor by the work of another contract. 1.2. Field Density Tests and Samples 1.2.1 The Contractor shall employ a testing laboratory acceptable to the Owner for testing of footing and foundation excavations, for testing of other areas where the prepared pad is disturbed by the Work of this Contract, and for testing of the underslab porous fill where said porous fill is part of the Work of this Contract. 1.2.2 Sample specimens shall be recovered by the "Shelby Tube" or the "Sand Cone" method, or as otherwise directed by Engineer. 1.2.3 Density Tests shall be secured at 50 ft. intervals in linear footing excavations, and at every spread footing. 1.2.4 Density Tests shall be secured in areas of backfill and recompaction at vertical intervals not exceeding 12 in. and at a horizontal frequency of one per 4000 sq. ft. Areas requiring compacted fill that support small independent slabs shall have density tests at vertical intervals of 18" in the event this is a separate compaction procedure. 1.2.5 Density Tests shall be secured in underslab porous fill (where such fill is part ofthe Work of this Contract) at a horizontal frequency of one per 4000 sq. ft. 1.2.6 Densities shall conform to those specified in the Pad Preparation Contract, based on a Geotechnical Report and Publix' design criteria of 2000 psf minimum soil bearing capacity, 1.3. Testing and Remediation: 1.3.1 Any test result which does not conform to the requirements of the Contract shall be furnished verbally to both Engineer and Contractor within 24 hours after sampling. Written test results shall be distributed as specified in Section 01340 - Submittals, and shall include horizontal and vertical location, test number, dry density, moisture content, percent compaction and Proctor Compaction Curve to which each test is referenced The Testing Laboratory shall also call attention, by a separate symbol, to those tests which do not conform with these Specifications. 1.3.2 Field Density Tests and Samples: In the event of Test Results not in conformance with the Contract Requirements, Publix will obtain a Soils Engineer's recommendation for remedial measures. Remedial measures will be part of the Work of this Contract if they are required by activities of the Contractor after his receipt of a properly prepared pad. Remedial measures required by pre-existing conditions will be part of the Work of this Contract only by Change Order. 1.4. Termite Treatment 1.4.1 This Section contains information normally found in Section 3131 16 Termite Control. 1.4.2 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.4.3 Guarantee of Treatment: Upon completion of the Soil Treatment and as a condition for its Final Acceptance, the Contractor shall furnish to the Owner a written Guarantee stating that the Applicator guarantees the effectiveness of the soil treatment against termite infestation for a period of not less than five years from date of treatment. Any evidence of re -infestation within the Guarantee Period will require treatment without cost to the Owner. 2. Products 2.1. Termite Treatment: Provide pesticides approved for use by Federal and local authorities: ProBuild TC Premise Dragnet. Dursban TIC 3. Execution 3.1. Excavation 3.1.1 Perform all excavation and cutting necessary to accommodate the work shown on the plan. Forms may be omitted if soil is suitable to provide accurate and stable trenches for concrete pours. 3.1.2 Bottom of excavations shall be true and level to provide level bearing. 3.1.3 Notify Publix' Representative should debris or deleterious materials be encountered during excavations. Publix will obtain a Soils Engineer's recommendation for remedial measures which will be part of the work of this Contract by appropriate Change Order if desired by Publix. 3.1.4 Backfill under concrete floor slabs, walks, ramps, etc., where required by disturbance of the prepared pad shall be deposited in lifts not exceeding twelve (12) inches with each layer thoroughly compacted. Tamping and puddling shall be done at least 24 hours before concrete is laid Recompaction shall reach the compaction specified in the separate Contract which covers Pad Preparation, or the compaction actually achieved for the prepared pad, whichever is greater. 3.1.5 Additional requirements for excavation and backfilling for underground utilities may be found in other sections. 3.2. Underslab Porous Fill 3.2.1 Provide 4 in. of porous fill unless Publix has determined that subgrade fill or on -site material meet the requirements for underslab porous fill, and has accepted a deductive alternate to delete porous fill from this Contract. 3.2.2 Porous fill shall be clean sand, gravel, or crushed rock. Porous fill under interior slabs shall be graded between 1 1/2 in. and no. 4 sieve. Porous fill under exterior slabs, ramps, walks, pads, etc. shall be graded between 1 1/2 in. and no. 200 sieve. 3.3. Termite Treatment: 3.3.1 Mixing and application: Adhere strictly to manufacturer's written instructions for concentrations and application rates, and for methods of application. 3.3.2 Treat on top of pad under the slabs over the entire area of Publix store including loading docks, and along both sides of foundation walls, along interior foundations, and around plumbing and electrical penetrations, and under sidewalks and all other paved areas within five feet of the building. End of Section 3120 00 End of Project Manual Reflecting Changes Through 27 March 2007 Pubi I I X9 S U PE R MARKETS CORPORATE OFFICES FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863)680-5295 PHYSICAL ADDRESS: 3300 AIRPORT RD., LAKELAND, FL 33811 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA, REG.1 1881 SC. REG.7477 AL. REG.623A JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL REG. A5277 GA. REG. 020251 SC. REG.16340 AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG.2175A AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL. REG. 43889 GA. REG. 021246 SC.REG.16521 AL.REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL. REG- 54781 GA. REG.31882 SC.REG.25591 AL. REG.2BA69 TN- REG- 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL. REG. 54085 GA. REG. 025636 SC. REG. 19743 AL. REG.23065 TN.REG.108038 NORMAN METER, PE ELECTRICAL- FL, REG.59422 GA. REG. 31492 SC. REG. 25290 AL. REG.28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4,4 DRAWING TITLE: Version 07.2 loop, ME -1,161 P u b 1'1* xG SUPER MARKETS �{ — -------------------- --- -------------------------------------- --- --- --- -- fl-------------------------[3--FWN-C.IRAICINK- FEhLCliULL-HEIGHL --- --- — - — - —- TO UNDERSIDE OF STEEL CORPORATE OFFICES FACILITIES DESIGN a-------- f EXIT T------ - - ---- r--- - r------ BOX407, LAKELAND, FL 33802 ----- --- -- - - - - I I ' ------ '------J ; AFX LD a (863) 680.5295 PHYSICAL ADDRESS: DOCK o � TRUCK LEVELER W O 3300 PUBLIX CORPORATE PARKWAY, ODEL x AFX6 8 U u LAKELAND, FL 33811.3311 '------, '------, (2)3'x7' CHAIN LINK -----'-----'' L--- -- -- -- GATE LOCKABLE -i W - ---- 6' WIDE YELLOW BY L______. L______I DRIVER G.C., EXTEND 20'-0' ACCESS DOCK x (- BEYOND CONIC RAMP LADDER �D PUBLIX FACILITIES ------ ----- - ---- �CD - DESIGN DEPARTMENT TRUCK WELL/SEE ; ; ----- ---- '----- C-------- AFX- SHEET S-8 FOR DOCK EXIT s - DAVID TAULBEE, AIA DOCK HEIGHT TRUCK LEVELER 1 ARCHITECT - FL REG. 91318 (CONDITION ------ I , L_=___ MODEL AFX6 8 I DAVID RUBIN AIA _, _, j. -- --, - L -' L -= - - ' I ARCHITECT -FL. REG 92557 I I I I I I I GA REG.1 1881 II'1 I=IuI--------Ii ------------------_-------------- --®-----------------Hn----------- -®-----------u------------------®---IIIIII n ------------n----__-----_-_---�---�-------J--B-OX-_--------�---n- - --- -�II -Ri-i --- II��JIII( � / -II- -° --Ir -_-_-_ --_n-_-_-_-_-_---IIII- I ❑ I1 -- --- I IjI I O p SC. REG. 777 1 ---—-—-—-—-—-—-—-—-—-—-—- — - — - —--------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------- -- -- N.RG.034 9 7 ____=__--- --- -- --- - - — --- --- ------JPRODUCE ----- - ---- ------------ II it OHN W. KITCHENS, PE II -II II IIPRODUCE/ CIVIL/STRUCTURAL-FL. REG.45277GROCERY/ WOMEN- MEN- PALLET ELEC GA REG.020251 ---------------------------------------------------=----------------------------------- - - - - -- --------------- - - - - -y MEAT OFFICE A STAGING EOUIP 1 sc.REG.16340 20 09 Al. REG. 20382EDLR 1 I 115 112 TN. REG. 101507 RECEIVING/STORAGE FE1— - -R_ I AUL C. HARMAN, PE11A C AEDLR 1❑ — _ — - _ _ STRUCTURAL - FL. REG. 51959 RECEIVING/STORAGE ELEC SC. REG. 21754 EQUIP 2 Al. REG. 24905 N.REG.107882 ------ ---------------------- 113 - ------------ - - - - -- ----------- - - - - -� ---- ---- - -- ------------ - - - - --i----- - - - - -- ------ - - - - -- J HNJ.CARAMALIS,PE--------- O -—-—-—-—-—-—-—-—-—-—- MECHANICAL REG.A3889 Far ry SEAFOOD � GA. REG.0212465X8(x10) COOLER SC. REG. 16521 AT DEPT AL REG.20581 14x28x(10) 121 TN.REG.108507 FROZEN FOOD/ICE 12x18x(10) 12x12x(10) 12 (10) MEAT DEPT 12x26x(10)ANTHONY CLEMENT( PPRODUCEE14x46x(10) DAIRY COOLER I PASSIAGE B MEAT CHICKEN �EAT SEAFOOD SA PRODUCE WOIRK ROOM EHANICAL- FL REG.54781CREAM FREEZER24 FREEZER COOLER C OLER GAREG.31882I11- COOLER SC.REG,25591 _j I AL REG. 28469 TN. REG. 111382rr____________ -- - - - - -- RA MONDJ.SIRIANNI,P E ----- - - - - ELECTRICAL - FL REG.54083 ------ 62 SC.RG.19743F�cwIAL REG. 23065 .REG.106038 192/ 203'-0' -- --�- -- -- -- 1 - _NORMAN METER, PE ELECTRICAL - FL. REG. 59422EXIT L GA REG.31492 SC.REG.25290 I ' COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. I I I I I © �_- -_-- --mI'�� - _- _---� 1_2- --5- -_---`_ ❑\R5_ ,\II(1I_ — �' lI.�l_IIIII�II� ---_ --- _- — _ — --- — - -- _II --�_ _�— — _ —�_ — _ '— , _—I _ —P I _ — _Ii — _ _ — _ —I ❑_A -_ _L-IiIIIII III,II�II�IiIIjII1II�IiI I�I'IIIIIIIII - -❑-/ -- � �- = i.II�I.IIIIIiI,;III�_/',IIIIIIII)iI'IIIII;'I�I,,I '_O ,,-_''.❑ ,❑ -/ '__ Ii /--� /1I�' /- ❑ - - ,l—„_®�-IIi -❑II'III'J - _ - IIIlIII ,II1IIIIIIII,II�IiIIiIIIIIII t �IiIIi,IIj1I(IIIIIIII'III�'IIII,I'IIiI IIIIII a PER MARKETS, INC. AND ARE NO T TO 0 BE COPIED OR REUSED FORAPECIFIC BUILDING WITHOUT RITTEPERMISSION. THESE DRAWINGS SHALL NOT BETHESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUSLIX Su H�DUPLICATED WITHOUT PRIOR WRITTEN PERMISSIONOFSlPUBLIX SUPER MARKETS, INC- THE DESIGN INDICATED IN THESE CONSTRUCTION PEMESALES DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES NG EG SJ$ DELI SUPPI ❑ 8x12x(10) DELI COOLER R(UNPREP)� ------------------ " I I � - -_t_--_-_----------------- - - - - - _-- _----- - - - - -- - - - -_ - - - -_---------- - - -_ -- ---------�� _----__ � Tl ElC ❑ DELI DEPT yL10xl2x(10)-- - r----------- NI 7-—_ _----- _ —E)EtiE----- _—--------- — ------- ------------ —_—_—P-7 n—(PREPAR-J El OUN no -_----------__j R1DELI/ I 10BAKERY I j132,-0:OFFICE I CHECK-OUT 35 10x14x(10) pusux - ---------------------------- BAKERY/ DELI PLOT DATE: FREEZER 10 JAN 08 F- -- MONITO 1 PHARMACY PRINT CRPENS os�rERM7NAL REVISION DATA: C OMER SERVICOS/TERMINAL110 -0 LOTTO MPH FLORAL AV - -- BAKERYDEPT TOR R9R8 130 F------------- 0�6 #1 2A5 (REPL. #03 90) N1 - ZEPHYR COMMONSR.STO01 -------------- - - - - -- (V IR 133 m �01 V I PRETTY POND RD. & HWY. 301-- GENERALION I------- _ ------ LOUNGE-1 L29 XIT ❑E ZEPHYRH`SCO CO.,TRAINING - OFFICE ;_M__E N i �ORIDA 31 I NXIEXA o126 I COMM 1NAG R ililifflill II 103 WOMEN-1 BAKERY BAKERY 102 15 Hill------------------------------- FREEZER COOLER132 07 SCULLERY r---------------------------- 104 1 -- --- -_- --- - - - ------------------- - - - - W - o- -- ao- - -- ----- ---------------------------------------=_ ------- ---- --------te-- -----054.4 KB V112707 PLAN LEGEND: DRAWING TITLE: EXIT EXITFIRE ALARM RN -STROBE 'R' SIGN TEXT LEGEND SEE ELECTRICAL R LINE I LINE 2 FIRE ALARM STROBE LIFE SAFETY RI DEL[/BAKERY MANAGER SEE ELECTRICAL ---------------------------------------'------------ - - - - ------------------ - - - -- R2 JANITOR _ ?L AN R3 PRODUCE/GROCERY/MEAT MANAGER R4 PHARMACY _______ EXIT SIGN SEE ELECTRICAL L_ R5 LOUNGE 16 7 R6 COMMUNICATION ROOM FTYPE "2A 1OBC" EXTINGUISHERS SCALE: 1/8=10" NOTE: R7 JANITOR _ TYPE "K" FIRE EXTINGUISHERSy— ED Tj FINAL LOCATIONS FOR ALL FIRE R8 TRAINING ROOM ROOM SIGN SEE LEGEND THIS SHEET R9 GENERAL OFFICE EXTINGUISHERS TO BE CONFIRMED FOR "R" SIGNS AND SHEET ADA-2 IN STORE DURING WALK-THRU W/ RIO STORE MANAGER FOR STANDARD SIGNS LOCAL FIRE MARSHALL AND PUBL I X' S R11 CASH ------- SET-UP COORDINATOR. i ��—►DIRECTION OF EGRESS of 10-JAN-2008 13-.04 xmwc P:\1200-1299\1245\12451se1.dgn Publi*x. SUPER MARKETS — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - --O _huD1_L1Irff l.l\1- L-UNIS, kULL- rLt—IU !- - — - — - — - —I3 - — - — - — TO UNDERSIDE OF STEEL CORPORATE OFFICES, FACILITIES DESIGN -- -- I--------- BOX07, LAKELAND, FL 33802 -LLJ ------AFX 0- (863) 680.5295 PHYSICAL ADDRESS:DOCK CD 0:: TRUCK ; LEVELER WO 3300PUBLIXCORPORATE PARKWAY, MODEL '* AFX6 8 U I`__ LAKELAND FL 33811,3311 -- `- - -- -_-__ (2)3'x7' CHAIN LINK ---- --- I - - -' - GATE LOCKABLE J W G'WIDE YELLOW BY - `--- DRIVER GC., EXTEND 20'-0' ACCESS DOCK x l__ BEYOND CONC RAMP �____-- ----- LADDER s r----r----- PUBLIX FACILITIES I I-----_, �------I ------ �O - 3� CUBRA 0 SELF CONTAINED CTOR —PUBLIX DESIGN DEPARTMENT ------ ------ TRUCK WELL/SEE ---- J '- J , ---- ---- AFX nRR 11 COMFA _ BY SHEET S-8 FOR DOCK — — DAVID TAULBEE AIA DOCK HEIGHT TRUCK LEVELER - 1 I ARCHITECT - FL. REG. 91318 CONDITION MODEL '� AFX6 8 - DAVID RUBIN AIA --- - I------, ;------'------' I I I i - -------'_____-- r---- ----- I ARCHITECT -FL. REG92557 AL. REG. 6234 ------'----'~-----' GA. REG.11881 -p p SC. REG. 7477 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - -- _ - - - - - - - - - - - - - - - - - TN. PEG.103497 - - - - _ - _ _ _ — _ _ _ - — _ _ _ _ _ - = _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - BO C - II I I II II II It II II 1 I $ 11 - - - - - - - - -- - - - - - - - - 22 AG-969 INSECT EE MEAT PRODUCE I ' I0 JOHN W. KITCHENS PE II II II II II II II II PALLET STORAGE RACKS BY PUBLIX l II II II it 2300HD ELECTROCUTER I II EjhLLET STORAGE RACKS B PUBLIX i�, ' o w PRODUCE 3'-6'x3'-G' PAD MTD STORAGE �( II STORAGE I I I I a TRANS DSD RO ERY o I I ( a I �� OPENING CML/STRUCTURAL-FL. REG. A5277 I III it I II III I II II N I II N II N BALER COMPUTER VING I RACK I II II II II II RACK I III OCER WOM N- 1 AMEN oW 3 PALLET �W i I REG.020251 DESK DESK------------------------y-----------------"--------�' 120 - 119 a°' � A STAGING ��' FOR CHUTE, ELEC I I GA, -- - - - - - J-- - - - - ---- - - - - ------------------ J-- - - - - ---------- J-------- J--- - - - -,--- - - - - ------------ - - - - ----- - - - - -J - n zc DOOR SEE EQUIP 1 SC. REG.163d0 MEAT OFFIC I I I_ I N AL. REG. 20382 - - -1 ( I - - - - - I c I M� I EXT. ELEv, I I p TN. REG. 101507 i I 17 121 II -- --- m� _1115---- 112 I RECEIVING/STORAGE 123 E1 _ o - - - " - - - - - - - - - aW I 4'-3°x7' CHAIN EOF 16 15 T ME I 123 LINK GATE I , o PAUL C. BARMAN, PE STRUCTURAL - FL. REG. 51959 ' RECEIVING/STORAGE 2­1 I �m�� GA REG.27740 LEC N c SC. REG. 21754o AL. REG. 24905 -\EQUIP 2 I CD N wTN. REG. 107882 --------------------------- ----zfi ---------------------- - --------- - -----_------- ----------- - ---- - ---------------------- --- -- - ----------------- ----------113 ---------- o'- AAETR9 RA6W I R CKS W -476 t---------------- ,_---�----- -- - ---- -- - - fQ—t----------- --I F �z�� JOHNJ.CARAMALIS,PE METRORACKS I 5x8(x10) -- --- 18 - -- ----- --- -----------CHIN - m J 6' TABLE 4' TABLE P NE PP 4/6 IS.STL z � " - - - - - - - - - - - - Y � o � � MECHANICAL - FL REG. 43889 23 ��- i GT-1811 WRAPPE z w� L'T I I I 4/6 4/6 4/6 I HAND SEAFOOD I STL INSECT AL g2 - YJ@ z Yo GA REG.0212d6 w 30A S.STL SINK COOLER Ldw ? ¢¢ HAND CONTROL S.STL W/BS&2US W/BS&2US PE L T E Z w0¢� SC. REG. 16521 I I I Li I HAND 4 COMP SINK BY o 2 CAMP SINKIBY �� oY�o AL REG.20581 3/0 COMP SANIT. SIN SINK HAND I z¢ + }cn w TN. REG. 108507 14x28x(10) PUBLIX It'-G'LG 3'_6 sAW / REMOV.SS SINK PUBLIX 6'-1' LG -T = _ _ o _j¢ 12x12x(l0) SINK 6'CUTT[NG TBL I I a r z =W FROZEN FOOD/ICE 12x18x(10) 12 ' 20x(10) - elRo RAIN BOARD I 12x26x(10) I = zl-Ln - I MEAT DEPT _ SOLO L 11 706 AU LABELER W/BS & HS I I I i z Q w ANTHONY CLEMENTI PE 14x46x(10) DAIRY COOLER I PASSk1GE B MEAT CHICKEN EAT 3334 ca: I w ¢ CREAM FREEZER MEAT WRAPPER W/ 5'ACCUMULATION SEAFOOD PASSAGE A I I PRODUCE WORK ROOM 116 13 PRODUCE �'¢ CD � �3 �o FL REG.5478i FREEZER COOLER 24 = _' o MECHANICAL - I I ¢ w z o GA REG.31882 124 C OLER 122 TABLE 19 ¢ L 117 I I 3 COMP SINK BY xZ~ �w wza 4S.STL a 'I 6'TABLE , °-`Ja z YI-ol� SC.REG.25591 I I I� � 118 QN � COOLER I TB� W/BS S.STL ~ 3 COMP PREP w o - - o I MG 7532 7?=604 �I$9_ _ - _ _ _ - _ �l1ITING T w a N r - - - - - - I W/BS&2US WRAPPER PUBLIX T-T LG rr- , , -n SAW HAND U 2 e m n- � � � w � I `I f II 6 CUTTING TBL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = 1SINK _ - _ _ - - - I \ / it 625 6' TAB E 6' TABLE I ¢z TN. REG. 111382 ZW A --T r----------------- - CIdiC- E� L57 <r It GRINDER G [NDER 3334 W/BS & HS W/gS & H c r m �' II E328 0f7" II \/ II I CAL 4'TABLE PINEAPPL2 PREP W/BS&2US 3'x7'CHAIKABLE - - - - - - - I --------- - -= == =_---------------- -- -____= I RA SIRIANNI,PE � GATE LOCKABLE YMO D J. 20 I ELECTRICAL - pL REG. 54085 05DM-8 - - - - - - _ _ _ OS1QA P 14 05DM-12 05DM-12 05D -12 - _ 03UM-8 03UM-8 GA REG.025636 �i ORBR-12 ORBR-12 ORBR-12 I 05DM-12 05DM-12 05DM-12 - -PD-Nb 12 - - - - SUSHI 05DM-8 05DM-12 05DR-12 JUICE -0SDR-8 JUICE I i PROCESSED PROCESSED MEAT PROCESSED MEAT PROCESSED MEAT OHM 12 OHM-12 OHM-12 I OHM-12 OM-12 ORZ-3F I W/5' BASE W/5" BASE' I SC. REG. 197d3 MEAT I AL REG.23065 16' PACKAGED SALADS \\\\ Q \ I TN. REG.108038 26 I I I I I I I \ I I NORMAN METER, PE I I � ELECTRICAL - FL REG. 59422 4'-`71/4" FE I GA. REG. 31492 I 8'-0" 3'-9' 7'-0' 3'-9" 7'-0" 3�-9' 7'-0" 3'-9' 8'-5 8'-0" 9'-6' I8'-1" 9'-li%g" 6'-5 6° 8'-10%s" 3'-9' T-0' 3'-9� T-0" 3'-9" 7'-0' 3'-9' 7'-0' 3`-9' 7'-0" 3'-�' T-0° 3'-9" T-0' 3'-9" 7'-0' 3'-9' 7'-0' 3'- ' T-m" 3'-9" 10`-9�6° 12'-03/4" SC. REG.25290 I I ( I I I I MISTERS I I Al. REG. 28079 A I 3'HG O ( C COPYRIGHT 2008 I I 034-8 03UM-12Ln I II MEAT DRY 03UM-B 03UM-12 ED Ln OWEZF-12 co PUBLIX SUPER MARKETS, INC. MERCH ' DIZER I li I DUAL TEMP I I THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ T OUC TAB OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE CD 3'HG U �4 B PUB IX �)Mp� BARREL COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT CD I PAD WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE I / DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF / ( L I IS I I I I I r PUBLIX SUPER MARKETS, INC_ N N �w = 11 x w O I O f- N~ LI I I THE DESIGN INDICATED IN THESE CONSTRUCTION I N J X Ln ' W 3Q ' ' ' ' PERIMETER SALES 111 �I1 ' DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, GO J N I � O� o co �I I I I INFORMATION, AND RELIEF; COMPLY WITH THE APPLICABLE CD m m w m o z O Oil MINIMUM BUILDING CODES l i n OL > Lu Lo a- m IL I No I I ( I OII I O m m ¢ m a ¢ o Q I 03UMA-4 I I I I � z Jo c__ I PR DUCE TABL S 1 I 1CD 0 I CD I I BY PURL X z z z Q o 0 I I 1 II CD I CD O w I w v w I I I 03UMA-4 I I I w co co F I I I I NG NG CD S E ti O � , U O O , ' CD I O , m CD PC/gyp° i Y I I I Go i �p _ I N w 03UMA-4 03UMA-4 y� / ���� / 1S I - - - - - - - - - - - - - - - - y I I DELI SUPP i ,- w r I I i I PALLET I � w w 3<_ ( I 'PALLET PALLET I PALLET I 'PALLET DISPLAY DISPLAY I DISPLAY �° I 1 O O I � DISPLAY DISPLAY w , , o BY UBLD I I I I ' I I U N N J x X x � x X _x ' x / / � �' TRASH BIN PRO UCE ABL� /f �-�� ---I ----i ---- ---I p CD m m m m I m m m HA G �%7/ N � w I ° a I ° I /��/ Q �� �� @ 8x12x(10) I Ee L11I I o I OWEZF-12 w m m m O m m m m >_' DUAL TEMP m a J J Q <T Q a m I ¢ LS /i / 3�J�~� COOLER I I ' CD ¢ LLJ z 0 0 0 (� 0 0 0 CD 0 0 �F')/ ' 5�p Q ch (UNPREP) , C\i (D w 0 rt7 Z Z z W Z I z Z z C2 I O I 9 I �� P� T - _;1 11O LD o O J 0 O CD O Oz z' - - - - - - - - - - - - - - - - - - I--T - 1 �g�\, w ' LiJ s o w 0 (n O O 'SNACK MERCH I I {_ __ _ __—_—_ — —_—_—_—______ __ _______ �� �_ _—_—_—_—_—_________—_—_—_—___ ___—_— — —___ _ _____ _ ___—___ _— —_—___ ____—_ _ _—_—_ _ _ _____ _ —___—_ _ __—____ _- _—___—_____�rl—_—__—_—_____—_ U —_—_— ,_—_—_—_—_—_—o i Oo LLJ , I I I ; -oC,I _, v U LL L� I m I TABL I I I CD Lu i__i I 1 � N I I I RDOL I I f U O C] CV 13 I ARLAN y l I{ CO r1jI7157: I I I I E0246 < I S I L I � I W O 7 m I cR I n w W GEF-720 I I I C7 Ln I wl� 3 ii L a mm ¢ e 1 t o O 1 x m a a l FRYER I � ( ANDIN i r r I m N j I ?^ TABLE I I x l ( j o O I I ( I I I A " I `" o � I J i GEF-720 1 1 LU - I I �, I i FRYER 1 o o I M4 R I I I o L) mm7CLM7iLLE ml Lo m I I II- I O I I I I I II m I I o j 1 w 6' FOUNTAIN BEV RAGEx J I I I ¢I u w I LL I �l cnco Lu OI I I I I I I a 8 N_j M DTT -1 }� C7 I U O O I I I I I I >< ' w w w I I TAWE U I Lo Ln i I I VEND VEND I I II ¢@ z � N N �a VEIJD VISI VIN VISI I I I LICE �n C0 LLJ > O I o o I I I 10 j� HI MT 12MT 12MT 2 I �i E12 x J n LLJ Z o¢ Lo m m� x3 I z all vJ� N W u I I I I I I CA - a l ca W V N 2 I CD Ja w� cp i N S.STL m ~ ¢ : S.STL rjv0 a I I u g cS �� LICE HAND m HAND I I -I o CD I 11 W Iti~ W E I J E12 lx SINK SINK I I ( I°Dw TIN - DELI DEPT I W o C, � � I I I J o0 o0 I I I� I co ' �N N Li LL Lo I CO 07 I I U7 l u w wc\j " cwo o Nm Q�N i II ry �I� 109 co = Ld Ln Ln I I I u, nl , I I LICE �� �I E12 30'x72' 30'x72' CD O o N N gx Oo i> > I it n o I w U o CD a z Lo E12 lx� TABLE TABLE � m CD °' N I o o I I I Nm ��� O I I, I� DEN �� \ O O O ¢ I 12'-0" I I I J I I� o C 350 t Ilc�i w - 1PJx12x(10) �w I- - - - - - - / 'i // I U I I I I ONVEC ON I E ms _—_—_—_ //7�/1__—_—_—__ —_ ____—_ __ __ —_ _—___—___—_— _—__ _—_---_— —- —_ —___ _ _____ _ _ —_—___ __ __—_—_ _—_—_—_ _ _—_—_ _ _ _—_—_ _ ___—___ _ ____—_ o_M,MD vE INNACKME-0------------I ram"- E2EI �------EIE�COOL R -- —------------� \ �� (PREPARED) �� 1 I _ / / ws PANN- 7 � w ITN a I i "' i// / // / ORZH-3F ICE ORZI 3F ❑ RE R[GNN T7 I 6'-93 • I 43 i cwn I I a i /" m II I i OUNS�EL[N ` � \ \ / I 27 \\ MR OS ---- I ♦ \ \ L /j / - , , MOBILE MOOLEE I - - - - - - I- - - - - - - - - - - - i I - I U HAND a~ SINKL Oil I I - - - - - - - - -- -HMO I _ � &� z CLOCK o DELI/® i IF- - III i I I I I - ��= ' MEDIUM ' RAN - - BAKERY I I (STICK) 108 OFFICE I CHECK-OUT SNAIL/ / TABLE ROLL ' (ROLU � rnLLI ' � � I IPUBLIX 135 cP��S LARGE TABLE ¢ ? I o ' II ���%' o ¢ 1 10x14x(10) I - r_ - - -- __-_ P/ I c4 10� I / 9 M IU G - X u I BAKERY/ 2 H _VS N --- DELI I PLOT DATE: COFFEE FREEZER / 1/ MEDIUM VEND 10 JAN 08 MONITO INTkRACT I + PHARMACY - I I 28 i i I I �� PRINT _`� pS1NERMINAL I / /f f/ T�LMEDiuM - - 11 i 125 a II [n - +� / f/ TABLE -I - MEDI11 I DOBARTUBLE HBA2G ftTs I REVISION DATA; I ROUBLE U , - , / / MEDIUM �j - rABL � 1 0 RACK OVEN STAGING I II ' / 1 CUSTOMER cn d 1 I , /� TABL LARGE ��a\�� W/STEAM r I ` I I' I II SERVICE PRINTS `"~' 1 I I I , �, I I 1 N TOERACT MINAL 1 rA>3LE - - - - - 1 _ II / M TOR, SCWENS —JI Il 3� 4 5 6 7 8 19 10 11 LOTTO HONE,' I I I I // !// I Q6� �� d< V� ____= HOBART I m I I C ; C C C ; C C ; C C ; I f ti HPW2E 63 u___J ___J ___J ___J L - - - - - - _ - - - _ - - - - - PROOF BOX // I I I I M OKE rl (ll MARCO �/ ORZ-3C HV96RSS W/ I i " " " " u o n u . n y V /! 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PR DUCT ¢ o w I ' ZEPHYR COMMONS I o I I � I- I BENCH � I � d' 29 - 34 c c - - - - - - - - - - - - - - - - - - - - �- - Cy1ANGINF T S S. S.STL I 4 SAP 13034709CK m w I I O j 30 I STAR. 32 I O ' 36 L _ a O I L _ 68 D 1- - O II - - - O _ - - -1+ 1 0BA \11 O 0 ' _ -OECD RE_ HAND CA INET 3 L _ - HA LING- - 7 \ I z _ _ t, I T{1TION STATION - - - S N AKE IMAGING = 127 ( I I CA BIER I I m -- I ___ II I 2x4 x o 1 129 Q I� --- -- T(�TIER -------------�-------------------------------------- I - I �I\ 'I ---I-I _ GAKEIRACK& OYCA Ts-----TARLE-RIE`cA1 �rc_1 � I I ZEPHYRHI RD.&HWY.30 LOUNGE-1 -- -- GENER L_---___-_----� __-� I �' ` -= -- I s/0 3/0 �aY LLS PASCOCO. = Lc0. -W I .� ; / / TRAI (- I ¢ L _ z g EXIT Zo - - - I - PRETTY POND . ' 126 ( VESTIBULE ��tl I 1 C T II ENTRANCE I LIEN-1 _ _ _ I m P5 ;� -- OFFICE 35 0 o a I ICA o a Z ST RE II SAFE W VESTIBULE I i z� - ' �_ ( S.STL 8x8x(10) I P FLORIDA 131 - I - - - I�OMEN-1 8x18x(10) cn BAB BAKERY POWER OAK 10'-s' BAKERY I W Ym i I COMM I I I NA H i _� 101 a W l l �' a Lu Lu w I W I �� q� I ¢ I I i05 ( s[ K I I m coMM ' z o I II 102 RACK I I O f _ I - - - - - - - _ J -� J I I CHANG I - `n COOLER II 132 __________ III < I II II srar[N I I FREEZER m II 128 I I I Q _-- ( II L-------------------------- - - - - -I - -- w w w� I I BAKERY BSR BAKERYBSR BAKERYBSR �m-__------ 0 I- �- 10 KID CART STORAGE AREA I III m m m 31 I I �. I � 104 � I107 SCULLERY I _- -__ -_ _ __ __ _-_ _ ___ __ _- _ _-_____-_-___- _ ___-_-_- _-___-_-_ ___ _-_-_-_-_-_-_ _ -_ _-_- _- -_- _ _-_-_-___- _-_-_-_-_-_-_-_-_ ___ --- -- = -�_- =qMIMFENEFENOWEENU -____—___—_-o_—_—_—___—_____—______—_—_—_______—___—____I___o_________—_—_________— ___— __ — _ _—_____—_ _ ——_—_—_—___ — — —_— ___—_____—-____� _ ¢- _—___—_—_—___--_--_—_—_—_—_—_____—_—_______ DRY [NG I I I I I SHURESAFE bTM SHELF j I I V112707 MODEL #400�03- DRAWING TITLE: SEE 3/ADA- I I I ' ' I I I I ! I I I I I I I I I EQUIPMENT -----------------------------------'-----------------------------'------------------- ---- PLAN I I I I I I I I I I i I I I I 0 0 0 0 o n- I SCALE: 1 /8 - 1- 0" FEl TYPE '2A 1013C'EXTINGUISHERS TYPE 'K'EXTINGUISHERS of � 10-JAN-2008 13:04 xmuc P;\1200-1299\1245\1245eg01.dgn 4 "Aftkm --------------------------------------------------------------------------- - - - - ------------ - - - - -- I E]--------------------------[3 `RUN - TO l �� T--------- r------, -----, -------------- ------J AFX , DOCK TRUCK LEVELER ;MODEL 11 AFX6 8 ------ ----- ------ 6" WIDE YELLOW BY N G.C., EXTEND 20'-0" BEYOND CONC RAMP DRIV �♦ ACCISS A l DOCK LAD R m , FFNCEEULL HEI-GHT '------ Eq------- STEEL L11 CD Q 0� wo \/ I- (2)3'x7' CHAIN LINK U Ul O GATE LOCKABLE J W C0 N � O F1:i 27'-0" 3'- 6' LEGEND DENOTES WALL TYPES # * SEE SHEET A-2 ASTERISK INDICATES SIDE RECEIVING PLYWOOD DENOTES DOOR NUMBER SEE SHEET A-2 STAINLESS STEEL FINISH (COOLERS & FREEZERS ONLY) WHITE FINISH WALLS ® TYPICAL WALL FINISH ® FIBER GLASS BATT INSULATION 20'-4" TRUCK WELL SEE -- -, -- --, AFX 2 I 12 - ----- ------ , - _ - - SHEET S-8 FOR DOCK 7'-0" 4'-8' 4'-4' A-11 114 (CONDITION i ( ___-__ ------ MODEL AFX6 8 I I I FIRE RISE I , - ---- t=====-------=--------- -- - ------------------------------------------L------------}- o' ROOM 8 80 21 I I n 8 IT 1 I ! I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- ------ ---- - ------------------ - - - -------- - - -- ------------------------------------- -- ---- -- - --- -------------------- --- - - - - - - - - - - - - ---------------------------- - - - - -- --- ------- - - - - - - ---- ------ - - --- - - - ---- - - - - -- - - ------ - - - -- -- - - - - -- --- - 7 22 7 7 o © 11 7 - I G PRODUCE/ PRODUCE O I I I I I I GROCERY/ OI WOMEN-21 ME 9 7 I t PALLET 8 I =� - ELEC I MEAT OFFICE I 12f0 I 119 JA I I I N EOUIP 1 °' , II\ A-18 STAGING , I! I ( I I I I N 17 121 12 RECEIVING/STORAGE 2I� t I 8'-9/2 I I 4'-1' 5'-0%' � ( io ( 29'-2g° v--------- - 2 16 15 2 - - �------ 123 %6 1 A-18 - ------ COOLER/FREEZER 3 5• I 11`-0/a 7`-9' 8'-4" 4'-5" I 6'-il° R CEIVING/STORAGE 5'-3' ARMOR -SEE A-18 COOLER/FREEZER COOLER/FREEZER � lA LEC DETAIL 22/A-18 (TYPJ ARMOR -SEE ARMOR -SEE 12 5 7 m I - 14'-2s" 12'-8"^'` / 2 EQUIP 2 { I I I I I I G'-53/" s-5 is" 6 s / �� DETAIL 22/A-18 (TYPJ DETAIL 22/A-18 (TYP_) A-18 A-18 t A-18 � 10 I 113 F-- --- -- - -- ��-- --- --------- - --- ---- ------ -- ---- --- --------------------- -�7------------ -- -------{----- - 18` 1a-18- -1 t - --- --- --�---------� �)_'� - -- --- --- I --- --_ ---- F 5x8(x10�'� --- -- - - - -- - - -- - - - -- I ! 11 I ! I SEAFOOD { i 7 4 - - - - - COOLER 2 2 A l 7 is M LJ I 14x28x(10) © I �'� I - -, A-18 � Q 12x18x(10) 12x12x(10) m I FROZEN FOOD/ICE CHICKEN 12 ' 20x(10) MEAT DEPT I III 6 I 12x26x(10) ���,z 20 14x46x(10) DAIRY C OLER I P STAGE B MEAT CREAM FREEZER SEAFOOD PASS GE A;' PRODUCE WORK ROOM 116 UJ U) o 5 124 FREEZER COOLER C OLER 24 _ 122 A-18 = 13 - PRODUCE o �' F- I I P I 118 1 7 ' I `'` COOLER OLJ LE N wWH--------------------®--________ `= ==-----__ ____ ------___ ------ _ == = - ___ ______ -- -- --------m------------------- -- ---- E r _ 1.q cq 10 I A-18 I i �` '' -4B -_-- --I----- 14- 20 2 10 m I I\ 1 I 14 1 5 1 I 1 •� A-1$ I ] \ `� I ' I A-18 I A 16 I a-18 a-18 I I; A-16 I I NOTE: DO NOT FRAME I I I I 3 I 1a it TRAFFIC DOORS UNTIL t 63 2)A-16 {I AFTER CASE INSTALLATION. III III A-516 q-4I, 6 A-9 PROVIDE AT LEAST 78" OPENING. SIM. I( II SEE DEVEL OPERS 3 NOTE: DO NOT FRAME 0PLANS FOR ACCESSIBLE TRAFFIC DOORS UNTIL GRADING, RAMP OR STAIR t0 I� AFTER CASE INSTALLATION. CONFIGURATION II I I I I ( PROVIDE AT LEAST 78' OPENING. I I I I I I I I II 6 II A-ts I I I I I I I I I I I I II E- ----- --f - -- -- - -- - -- - -- - -------------------------------------------------------------------------------$---------------------------------------------------------------------------- ---------- ------ ----------------- --- ----- I----- -- O i I I I I I I i ' I 2 2 II I I 1 I I i Lu 7 II Q , o , II , z II X I , II I II i i II A-7 I , I I II ( I, II , O-_---_-I--_---------------------_-_--- ,i I 03 I A-16 I I it I i ' 1 II I I C i e I I ii I I II I I I I I FIXED LADDER - I I II PRE-FAB OR FIELD = 4 BUILTWITH O- COMPLY A-14 ANSI 14,3 r6��`rS'� I I II I 20'-4' 3'- 9& I li l l 1 oerl L2X2XO' -3" W/ I 5 (2) t /4" TAPCONS I A-14 4 STEEL BAR / RUNGS MIN., 110 7 %a" DIAMETER �� /' DELI SUPP 1 /2' 0 A36 THRD. ROD, DRILL AND m 0 EPDXY ( EMBED=6" , 2 A-1$ 4 LOCATIONS) I - FDE (10) I / 5 I 4 i �.O COOLER { A35(UNPREP) vy ,------,�----------,--, -- ��r I ! 2 r %' / - - - - - - - - - - - -� I- - - - CI� - ; - - - - - - - + -t 1- - - -I � - =1 = - - - - - - - - - II 1 --- � LADDER ISOMETRIC01 18'-OY2° 1 I SCALE: Y2" = V-0" I ' I I II II I 11 DOCK LEVELER PIT I I II I I 4 I I I 11 l i I( A-7 THICKx3" WIDE A36 STEEL OR I I II i l EQUIVALENT 1 I TUBE STEEL CONSTRUCTION CD LIJ 0 I I II Ii �I I - m A-15 I I I I I A-18 DEIJ DE P T is I I I I I �I I { I I I I I 1 109 I i A-10 3 1 i: l i t 1 20 I A-6 2 A-9 A-17 ! ' I 5 i I I l i l i A-18 I o. I --- 11-9f6 - - -- �' ` 2'-0" �'' '� I � �I tLrI I 1I II1i1 10x12x(t4o) 12 I b -------- _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - - _ - _ - _�_ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - �� - - _ - __-_-_ T�-----------------------------SIM - - - - - - (PREPA/2A-1719 A-16 SIM I __ 27 - - - - I i Ls' 1 L----1 --- <. 2 /--F----1- L --- II ' � �\� ' �� � � � ' ' - ,- - - - 1 i '-7°, IM[TS OF DOCK LEVELER PIT 1 7 I 1 1 ❑ ( 16 CONCRETE CURB 20 1 ' `\ I ( I I _ _ _ - - - _ _ _ _ A-18 8 108 BAKERY cl 7 I { 4'-53's" ' OFFICE CHECK-OUT DRIVER ACCESS ! ,, = �� = 1 1 . ' N 11 135 LADDER DETAILS ► A-15 6 11 I t { I ( 2 A-t8 10x14x(10) ttt \ SCALE: 3/4' = V-0" I i,' BAKERY/ COUNTER TOP BY G.C. i I �i { DE II A-18 SEE SHEET A-17 I t ' I I { ,%;' FREEZER 1 FOR DETAILS A-17 PHARMACY / I 125, I 1 ( I (A:12 t I I /��' i i 26'-6q/s" Alls c w I { CUSTOMER i I I /'iy�/ t r SIM �. m 9 + I SERVICE ' / 4/ i �5 II 24'-6�fs' I � 00 I / / I / J I 2 I I - -7 I ! „ ! 3 y ! s' WALL TOP @ / 2 9'-4' AFF �!/ A 15 A-10 1 A-17 117'-2/z � I rm / - 1 6'-13/" 10'-8%s" 12'-6Y2° 41'-35fs' 15'-3% ' 19'-7%' 6'-7�fs" 10'-9%8° 7t/° 1Y-0t/" 1 , /! 4 � ,h � i'-101316 „ / , 3'-7 is` /t5 ' 7'-10 his ' 7'-5 $„ 4'-4 8" 13'-9" CMU WALL ARE 4 HOUR RAT 0 2 6 I UL DESIGN U-901 SEE SHT. I I 1 1 _ _ TRANSOM_ ABOVE_ _ JRANSOM ABOVE ` A-18 AV 6 I I I 16 I 21 11- -----------�� -9%g" 6 I I A-18 1 O I - _+ O 4 @ LL LL 4 A-18 1 I BAKERY DEPT I I 2 ST R 2 A-18 i q ^_ A-14 A-18 C 2 6° HIGH + I \- -- 106 I I TYP. 16'-6t/a" 18 1 2 I I 16 ' 1 1 6 _ 13 { I I 2 - _ LOW WA Lr - -- -- - - - -- --- �" ( 1 _ _ _ � I A-17 2�----------- - -il---STOR,i 32 1 I - 16�------ ---34 3_'�-�6'� - ----' -- ---�- - � 1 11--2 --------�----�--- - -2--------- -- I - III `� D '-2is' I - -4 --- -_ - - �1_ r -----_ --- I 2 I 127 ( I ° fi ^CA HIER { 36 4C I 1 ILLJ�j r' _ __--o _ ---- ,41 1-lYs" 2 I �� 2 { N 6 I I A-16 �,-� ----------- ------- ----- 3 II FACE TD ID ( 2 A-18 `� 0 2 A-18 129 33 STATION 133 _ [ - - - �, 1 - LOUNGE-1 GENERAL 16 _ 1 - - - - - - - - - �_ �. 1 ' = I FACE _ - _ - _ - _ _ _ 2/3 'I r--- - -I { I EXIT II 14 It _ I e RAINING OFFICE 35 Q { _ A" I I I {- - -I 7 A-18 I 9 126 �' ! ! COMM 1 ( N I 131 16 T RE 16 u VESTIBULE II 2 o ',i ENTRANCE MEN-1 { II I 3 A_8 4 v I VESTIBULE N I I 2 O { I 8x18x(1 ) 8x8x(10) s[N1. 6 NAG R s -� 101 II A-14 _ Lu II 102 t 103 I OMEN-1 I BAKER BAKERY 6 I I �Q I 1 4 105 I I I I 128 1 I 132 I '� I t I I I 4 2 a L III 4 { { { ( FREEZE 107 SCULLERYco COOLER 9 17 16 A-14 I I 9 I:L 9 I 104 j 7 B - ----- -- -- --- -- --- -- --- -- - -- - -- --- ----- --- 1 - - -- --------- -- - --- -- -- --- --- ------ ----- -- --- - a -- - - - - - - --- - - - - -- -- - ---- --- ------------- -- ---------------------- - - - - -- ---------------------------------------------------- ------------ is -------------- -- ---------- ------------- ---- ------------- - -- -------------- - --- ------------------ 0---- - - - - -- -------- - -------- - --- --- --- ---- 0 _ � 17 I 4 n t5 O O 15 4 I i 15 17 t2'-015/Is A-18 A-18 \,/ A-18 I A-18 I A-18 IM A-8 �--- � q-'18 CMU WALL ARE 4 HOUR RATED 1 16 UL DESIGN U-901 SEE SHT. UL-1 I A-18 i A-11 i I I 96`-2` r, { i 12'-0t/2" G'-33/' 4'-8° I 15'-4° 4'-8" 15'-4' 4'-8" G'-31f ° I 12'-0%2" i I 109'-5'i6 " I I 35'-0' 42'-10' ! i 42'-10' I 42'-10" I 42'-10" 1 ( 35'-0' 42'-10' 1'-5' !----------------------------------------- I-------------------------------------------I---------------------- - - - - -- I 284'-2 .--------------- I I A-14 O(2} 3 4 5 6 7 1 ' 8,78. ol I 4 3 ------ -I - {- --- A-6 I --- OPENING DESIGN PRESSURES (PSF) DESIGN WIND SPEED (SEE 'DESIGN CRITERIA', ON S-1) OPENING MARK 120 MPH O +32.8 -35.9 +32.8 -35.9 9 Q +35.9 -39.0 11 +37.5 -40.6 12 +34.4 -37.5 21 +35.9 -39.0 22 +32.8 -35.9 26 +35.9 -39.0 DRIVE-THRU +35.9 -39.0 NOTE: OPENINGS START AT FRONT -LEFT AND GO TO THE RIGHT AROUND THE BUILDING. SEE A -I TO VERIFY OPENING MARK LOCATIONS. 1 Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 18631680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL. REG. 623A TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG. 163AO AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCfURAL•FL. REG. 51959 GA. REG. 27740 SC.REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG.108607 ANTHONY CLEMENTI, PE MECHANICAL- FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL- FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL REG.28079 @C COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER .MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL. NOTRE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 341 ZEPHYRHILLS, PASCO CO., FLORIDA 5j4*j4 V112707 DRAWING TITLE: FLOOR PLAN SCALE: 1 /8 " = V- 0" of 18 0 JRN-Lb Otl L3:bL xmwc Y: \LLi3Y1 1C71\1L40 tC4OawJl.Ogn 77 _� DOOR SCHEDULE STAINLES STEEL STAINLES STEEL ROOM FINISH SCHEDULE VIEWLITE GLASS, FRAME FRAME 6"x30' NARROW GLASS o SIZE z (UNLESS NOTED AS COMPACTOR FLOOR BASE WALLS CEILING REMARKS O HALF GLASS ON DOOR CHUTE r N F- Q W SCHEDULE) /� /� /� DOOR o z 5/g" DRYWALL o 0 O Q txJ W m 3 1 W o � o o d 0 w O — W = _1 W Q o -I Y m o Publi*x. NO. 0 3 = F- UJ DESCRIPTION FRAME = Z REMARK$ PREPARE DOOR FOR VISION PANEL VISION PANEL �% w z w m m v LOUVER (WHEN TYPICAL TYPICAL ��Q 1- o¢ w °' 6 0 m w _ � SUPER MARKETS 1 1 12'-0" 7'-0' - G AUTO. DOORS - G ALUMINUM N 1 ADD TRACK/ HEADER ASSEMBLY (SEE ELEVATION) - - - w I- z o Z Z Y V) -� SCHEDULED), LOUVER I- Q w w � w w ° - ___ i _+ _ ti w O w O p O O U F � a Z 2 1 12'-0 7 -0 - G AUTO. DOORS - - ALUMINUM N 2 ADD TRACK/ HEADER ASSEMBLY (SEE ELEVATION) ! _ FURNISHED AND ' "' a ¢ v "' t- - ° o v v �_ Q X In V) m 4 -- 0 v Q o z w = o vNi 07 c9 J o r tL 3 1 12'-0' 7'-0' - G AUTO. DOORS - G ALUMINUM N 3 ADD TRACK/ HEADER ASSEMBLY (SEE ELEVATION) INSTALLED BY MECH FLOOR v a w O cn tJ > w w w I- z 00 -' w v 4 1 12'-0' 7'-0' - G AUTO. DOORS - - ALUMINUM N 4 ADD TRACK/ HEADER ASSEMBLY (SEE ELEVATION) ,� y� o _ o V) w o w' a z � o o w ^' a !d w o n >_ � 5 1 3'-0" 7`-0' 13A4' A S.C. WOOD 1 C METAL K 5 W/ GRILLE 12x12 c _n z = = x Z ao w w w x x¢ w _j Z7:1 >' a. OL 'n - o = 6 1 3`-0" T-0° 13/4° A S.C. WOOD 1 C METAL D-1 6 W/ GRILLE 12x12 y A B C D E r ==- m W CORPORATE OFFICES FACILITIES DESIGN U * V" = L'•, Q 7 .� N U Ln \ \ W W 3 C.) cn J N w J in a_ PUBLIX TO SUPPLY TRAFFIC DOORS & G.C. TO INSTALL° 2 O w w w J � F w w f Q w o W BOX 407, LAKELAND, FL 33802 7 1 3'-0 7'-0 IY44' A S.C. WOOD 1 C METAL K 7 W/ GRILLE 12x12 - 2" Z } CL a- L,, 2 ap z _w w I z z_ � V = In O 1863) 680-5295 8 1 3'-0" 7'-0' 13A4" B S.C. WOOD 1 C METAL D 8 W/ GRILLE 12x12 co F I' '' aln N a- ~ `- � v o o Z PHYSICAL ADDRESS: 12' WIDE SHELF �' cr0 (n _ � m � c) o w C9 9 1 3'-0" 7'-0' 13A4° A METAL 2 A METAL B-1 9 3 60 MIN. O w w w ~a � o0 > v w a s N w a z 2 3300 PUBLIX CORPORATE PARKWAY, ON EXTERIOR OF zd w 10 1 3'-0" 7'-0' 13A4' A METAL 1 A METAL B-2 10 2 8 UNDERCUT DOOR 3/° TRACK/HEADER BOTTOM LEAF (LAM O w � CE of w�' Q z z w z z z x z Q z Z- o z -' J O LAKELAND, FL 33811-3311 ww O w C7 O y Z C) Z O w a a Q I- w w w a w o Le a a a d a w w ¢ In z Q x a In W O 11 1 3'-6" 3'-6" 13/4' F METAL - - METAL L-2 11 COMPACTOR DOOR ASSEMBLY FINISHED TO MATCH AREA v v c> v N� <n a v z LL w a w a w a v c� a Q > a w a z U 0.' 12 2 3'-0' 7'-0' 13/" A METAL 2 A METAL R 12 j/ DOOR SURFACES 101 EXIT VESTIBULE • • 101 • 101 1 10 1 101 13 2 2'-6' 7'-0' - D DBL ACTING TRAFFIC DOOR - D - 13 PRE -FINISH COLOR: MED. BROWN 102 ENTRANCE VESTIBULE • • • • • • • • • 102 14 2 3'-0" 8'-0' - C DBL ACTING TRAFFIC DOOR - D - 14 PRE -FINISH COLOR: MED. BROWN j/ j/ j/ 1 2 103 MEN-1 • • • • 103 PUBLIX FACILITIES 15 1 3'-0" 7'-0' 13/4' A S.C. WOOD 1 C METAL D-1 15 W/ GRILLE 12x12 ^ HARDWARE NOTES: 104 FAMILY ♦ ! ♦ • 104 DESIGN DEPARTMENT �/ /// BI-PARTING 16 i 3'-0" T-0' 13/° A S.C. WOOD 1 C METAL D-i 16 W/ GRILLE 12x12 j � - 105 wDMEN-1 • • • • 105 17 1 3'-0' 7'-0. 13/' B S.C. WOOD 1 C METAL D 17 W/ GRILLE 12xl2 j/ / (BREAKAWAY) ALL DOOR HARDWARE SHALL BE ADA COMPLIANT FRAME TYPE 106 BAKERY DEPARTMENT ! • ♦ ♦ • • ! • 106 DAVlD TAULBEE, AIA LEVER OPERATED LATCH SETS OR PUSH -PLATE ARCHITECT - FL. REG, 91318 18 i 3'-6" T-0' - D DBL ACTING TRAFFIC DOOR - D - 18 PRE -FINISH COLOR: MED. BROWN �� DOORS 107 SCULLERY 91 107 19 1 3`-6" 7'-0' - D DBL ACTING TRAFFIC DOOR - D - 19 PRE -FINISH COLOR: MED. BROWN / OPERATED PANIC SETS. 108 DELI/BAKERY OFFICE • ♦ • • • 108 DAVID RUBIN, AIA 20 1 3'-G" 7'-0' - D DBL ACTING TRAFFIC DOOR - D - 20 PRE -FINISH COLOR: MED. BROWN CLEAR, SAFETY (� DOOR HARDWARE ON ALL ACCESSIBLE DOORS SHALL 109 DELI DEPARTMENT • • • • • • • z 109 ARCHITECT -FL. REG.92557 21 1 4'-0' 7'-0' 13/" A METAL 2 A METAL B-1 21 3 5 l� 12'-0" GLASS -TYPICAL V BE EASY TO GRASP WITH ONE HAND AND SHALL 110 DELI SUPPLY ♦ ! ! J 110 SC REG.7477REG. I 1 22 1 7'-0' 8'-9' 3° E OVERHEAD COILING DOOR - B Il'CHANNEL L-1 22 G DOOR ELEVATIONS WRIST, TO OPERATE. GRIP NOR TWISTING OF THE III PERIMETER SALES • • • • • • 111 N. G. 103497 23 1 4'-0' 7'-0' - D DBL ACTING TRAFFIC DOOR - D - 23 PRE -FINISH COLOR: MED. BROWN 112 ELECTRICAL EOUIPMENT 1 • • • • ! ! 112 24 2 2'-0' 7'-0' - D DBL ACTING TRAFFIC DOOR - D - 24 PRE -FINISH COLOR: MED. BROWN 113 ELECTRICAL EQUIPMENT 2 • ♦ ! • • 113 JOHN W. KITCHENS, PE 25 2 3'-0" 8'-0' - C DBL ACTING TRAFFIC DOOR - D - 251 PRE -FINISH COLOR: MED. BROWN 114 FIRE RISER ROOM • • • - 174 CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 26 1 3'-0" 7'-0' 13/" A METAL 2 A METAL B-1 26 (DISO MIN. I 115 JANITOR • ♦ • • • U 115 MMA ON CAN WASH ONLY SC. REG. 16340 .REG. 0 27 1 3'-0° 7'-0" 13/N ' G S.C. WOOD (DUTCH ODOR) 1 C METAL H 27 � I j/ j/ j/ j/ j/ j/ j/ j/ j� j/ 116 PRODUCE WORK ROOM ♦ ♦ ♦ • • ! p 116 . REG. t0151507 28 1 - - - - DYNAMIC EZ CLOSURE GRILLE - ----------- - 28 j/ 117 PASSAGE 'A' • • • • W 117 29 1 3'-0" 7'-0' 13/" B S.C. WOOD 1 C METAL K 29 9 W/ GRILLE 12x12 - 4'-0 s" 4'-0 s" 4'-0316" 4'-Ss" 4'-0Ys" 4'-0YIs" 4'-0Ys" 4'-0 s' 4'-OWG' 4'-03/1s' 118 SEAFOOD • • • • • Its PAUL C. HARMAN, PE 6'-0" I 6'-0" S' STRUCTURAL• FL. REG.51959 30 1 3`-0" T-0' 13/' A S.C. WOOD 1 C METAL K 30 W/ GRILLE 12x12 ll9 MEN-2 • • • • 119 GA. REG. 27740 31 1 3'-0" 7'-0' 13/4' A S.C. WOOD 1 C METAL E 31 jf j� f/120 WOMEN-2 • • • ♦ I-L- 120 SC. REG. 21754 AL REG.24905 32 1 3'-0" 7'-0' iY40 B S.C. WOOD I C METAL D 32 121 PRODUCE/ GROC./MEA T OFF. ♦ ♦ • ♦ O 121 TN. REG. 107882 33 1 3'-0" 7'-0' 13A4' A S.C. WOOD 1 C METAL F-2 33 122 MEAT DEPARTMENT • ♦ • • • w 122 {, 40'-2" JOHN J. CARAMALIS, PE 34 1 3'-0' 7'-0' 1 /4° B S.C. WOOD 1 C METAL E 34 1 2 W/ GRILLE 12x12 123 RECEIVING/STORAGE • • • • • • 123 35 1 3'-0' 7'-0' 13/' B S.C. WOOD 1 C METAL D 35 W/ GRILLE 12x12 12'-0" 12'-0" 124 PASSAGE 'B' • • • • 124 MECHANICAL GARREG.2i246 36 1 3'-0. 7'-0' 1Y44° A S.C. WOOD I C METAL G 36 Go T 3'-0' 3'-0' 3'-0" 3'-0" 125 PHARMACY • ! ! • • 125 SC. REG. 16521 1 AL REG. 20581 O 37 NOT USED 37 NOT USED D720 ALONG 126 LOUNGE-1 • ♦ • • 126 SEE A-12 FOR FRP LOCATION N.R G.108507 O A EDGE 0,FPANES 127 STORAGE • • • • 127 19'-1%2' B 128 COMMUNICATION • • • • ANTHONY CLEMENT8 PE 129 TRAINING • • • • 128 MECHANICAL - FL REG.54781 • 129 GA. REG.31882 SIM. A SC. REG.25591 le �8" 1`-9' 19'-11/2" O 130 AV STORAGE • ♦ ♦ ♦ 130 AL REG. 28469 70 i 2'-6' 3'-0' - BILCO ROOF HATCH S-50 - - STRUCT STL L-2 70 NO OUTSIDE HANDLE,W/HEAVY HASP INSIDE LOCK �� TA40 131 GENERAL OFFICE • ! • • 131 TN. REG.111382 MODIFIED FOR 90°OPENING D643A C C D C 132 STORE MANAGER • • • • • 132 I I RAYMOND J. SIRIANNI, PE 133 CASHIER STATION ! • • • ♦ 133 ELECTRICAL- FL REG.54085 SEE DETAILS BELOW 134 CASH ROOM • ! ♦ ! 134 GA. REG.025636 SC. REG. 19743 80 1 T-4' 9'-0" - - SIMPLEX ARMOR BOND #12082 STRIP DOOR - B 80 PROVIDED BY PUBLIX 11 " 135 CHECK-OUT ♦ • • ! • • i 135 N.R G. 3065 /2 j/ // / t G , 136 CENTRAL .SALES ♦ • • ♦ ♦ • ! 136 137 NOT USED 137 SEE A-12 FOR FRP LOCATION NORMAN METER, PE ELECTRICAL- FL. REG. 59422 GA. REG.3t492 SC. REG.25290 AL REG. 28079 1. USE TEMPERED GLAZING ON ALL WINDOWS EXCEPT IN FLORIDA AND HIGH VELOCITY WIND ED 5'-2%2' 12'-0%2" - — - — KEYNOTES ZONES. TYPE F IN SUCH AREAS SHALL USE e 2'-33/' 2'-33/" © COPYRIGHT2008 LAMINATED SAFETY GLASS. PUBLIX SUPER MARKETS, INC. O CLOSER USES 'PS'OPTION. 02 NO WALL BUMPER OR DOME STOP NEEDED. 2. ALL DIMENSIONS ARE FRAME DIMENSIONS, THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY O PREP FOR DOOR VIEWER. FIELD VERIFY ALL DIMENSIONS. OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT ® ND SMOKE SEAL/WEATHERSTRIPPING NEEDED. 3. USE 1�" SHIM AND SEALANT ON ALL OUTER � 4'-7%2' WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE OFRAMES, DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF ADJUST HARDWARE SIZES FOR 4'-O'WIDE DOOR. PUBLIX SUPER MARKETS, INC. 0 3-HOUR RATING. FRAME ELEVATIONS OPERABLE GLASS � THE DESIGN INDICATED IN THESE CONSTRUCTION 70 WALL BUMPER NEEDED. TA40 SECURED SCALE 4"=V-O" DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, W/ VERY HI -BOND PANEL INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE 0 60 MINUTE RATING TAPE (TWO MINIMUM BUILDING CODES 9O USE IOU15 PASSAGE SET IN LIEU OF PUSH/PULL SET 1/4" TEMPERED LOCATIONS) 1/4" TEMPERED ADO OVERHEAD STOP (ROCKWOOD 14413) GLASS 1/4' TEMPERED D610A GLASS 11 PREP FOR CASH PASS-THRU OPENING. OPERABLE 0603A GLASS SEALANT GLASS ® DOOR LAMINATE:WILSONART *7061-60 'NATURAL PEAR' PANEL D650 D643A W/ 1/4" TEMPERED 0652 D652 SEALANT D720 ON GLASS D652 REMAINDER ALL DOORS HAVE LAMINATE OF WILSDNART 110776-60 'KENSINGTON OPERABLE MAPLE'UNLESS NOTED OTHERWISE. SEALANT 0652 OF EDGE GLASS D601A PANEL 0603A OPERABLE TA40 SECURED 1/4" TEMPERED GLASS D603A W/ VERY HI -BOND GLASS PANEL AM TAPE (TWO LOCATIONS) (D 0 MEAT WINDOW DETAILS SCALE: FULL SCALE ALL MODEL NUMBERS: C.R. LAURENCE I I II WALL -SEE PLANS I () EXTERIOR FINISH - { SEE PLANS SIMPLEX WALL - SEE PLANS FOR FOR CONSTRUCTION I {I CUT BLOCK TO STRIP DOOR DETAILS AND THICKNESS CONSTRUCTION PLACE CHANNEL HEAVY DUTY I I{ AUTOMATIC DOOR PANEL OVERHEAD COILING DETAILS AND r I I) DOOR AND TRACK > ° ° i• AT CORRECT ROUND BEAD V J HEADER FLATWALL BAR - THICKNESS I (I {7 EXTERIOR FINISH ASSEMBLY `e° I) I ELEVATION °: FASTEN PER 1/4'x3' LAG BOLTS 1 1 INTERIOR FINISHES I II m SEE DEVELOPER'S I I D D CUT BLOCK TO e E :. a; e MANUFACTURER'S DBL STUDS AT (CTSK), AT 24' D.C. CRIMP /8 x/2 TYP SEE PLANS AND I II FINISH FLOOR DRAWINGS I { °s ��° I PLACE CHANNEL a ¢ INSTRUCTIONS ALL JAMBS 2xW•S. RIPPED TO METAL #1Dx11%4" S.S. TRUSS HD DETAILS I { I FINISH SCHEDULE STUD DEPTH SCREWS AT 8" O.C. _ _ { { /�SEE Q CMU WALL I r - - I( w CMU WALLif 11 '1 l DI o I I I I FILL W/GONG, SPOT GROUT AT 3/' SHIM SPACE MASONRY TEE I II INTERIOR FINISHES _ JAMB ANCHOR CLIPS _ MASONRY TEE i II INTERIOR FINISHES ANCHORS - 3 I SEE PLANS AND c� # 3 , ANCHORS 3 SEE PLANS AND I DOOR FRAME - (3 PER JAMB) _ _ _ { 2xW.S° RIPPED TO WALL 10x/ S.S. TRUSS HO PER JAMB I DETAILS - _ I DETAILS —DOOR FRAME - C12x20.7 W/ THICKNESS +t/4' SCREWS AT 8" O.C. PER JAMB I I I :D ° ( n C12x20.7 W/ %2° DIA. x 8° o 0 o I THRESHOLD v J SHIMS w/ SEALANT I H.M. FRAME ALUM L 1 x1 x1/4 x4 JAMB (AND HEAD) COVERED SHIMS W/SEALANT I I BOTH SIDES m - _ _ _ — 1/2" DIA. x 8" HEADED STUDS (2) #5 @ BOTH SIDES ' HEADED STUDS AT 24" D.C. AS REOD LONG (MORTICED INTO 2xW.S.): W/18 GA., S.S. CHANNEL SHAPE, 1. . D.. BOTTOM - AT 24" O.C. ATTACH TO 2xW.S. W/3 1112 W/MITERED CORNERS I- - - - - I N CONIC FILLED 2x BLOCKING JAMB HEAD SEE STRUCTURAL xl%2" LONG (CTSK) SCREWS; HOLLOW METAL H.M. FRAME N AS REQUIRED PLANS AND TO SLAB W/3 -/41/" FRAME ANCHORS (CTSK) 5jz" AUTOMATIC DOORS E INT. H.M FRAME, JAMB, IN CMU F THRESHOLD A EXT., H.M FRAME, JAMB IN CMU a OVERHEAD COILING DOOR HEAD &JAMB c TNT., H.M. FRAME JAMB, IN STUD WALL D CASED OPENING FOR DBL-ACTING DOOR r VA-5SCALE:3"-V-0" A-2 SCALE 11/2"=T-0" A-2 SCALE 1/2 = 1'-0" A-2 SCALE= 1 2"=V-0" A-2 SCALE: 1'/2"=V-0" A-2 SCALE- 1'/2"=1'-0" 5/8" GYP. BD. 1/4' BACKER ROD METAL STUD OR CMU WALL. 5/8" GYP. BD. ON METAL 00 %8" FURRING 1 & SEALANT / DOOR EXTERIOR CHANNEL 3�, W/FURRING (NOT SHOWN) W/FDURRIING CMU TWSHOWN) WALL BEYOND ALUM.FRAME AUTOMATIC DOOR ''/2" BACKER BOARD SLIDING DOQR TRACK SLIDING DOOR VESTIBULE EXTERIOR 3 ~� 1x4 P.T. *1 GRADE WOOD /g ALUM ANGLE ALUM & VINYL SWEEP ASSEMBLY EXPOSED CMU WALL COOLER/ BASE, CHAMFER TOP AT 45, CHAMFER EDGE OF FINISHED EXTERIOR FREEZER WALL 1 CERAMIC TILE OR FRP FINISH.. APPLY FULL BED OF MASTIC SLAB MIN 2 SEAMLESS MMA CARPET � l2" WASH AND SCREW TO STUDS. CONCRETE FLOOR _ _N PRIME AND PLANT TO MATCH n n n n Ljj WALL COLOR PREP/PRIME WALL AS REOD PREP/PRIME WALL AS REDD PREP/PRIME WALL AS READ TO RECEIVE MMA BASE TO RECEIVE MMA BASE TO RECEIVE MMA BASE FUSE MMA WALL BASE FUSE MMA WALL BASE FUSE MMA WALL BASE SET BASE IN CONT BEAD OF ° ` 1 8 - - - - - - - - - - - - p ° 1/4'BACKER ROD TO FLOOR MEMBRANE TO FLOOR MEMBRANE TO FLOOR MEMBRANE SEALANT, STRUCK FLUSH CONST JT p ° & SEALANT ° p ° f2° EXP. JL MMA FLOOR MEMBRANE MMA FLOOR MEMBRANE MMA FLOOR MEMBRANE g" THICK FINISHED CONCRETE SLAB f2 EXP. JT, THICK 3/,6' THICK 12° CMU W/ CMU SEE STRUCTURAL DRAWINGS � C, � FILLED CELLS O 3/'CEMENT STUCCO VENEER - D PAINT TO MATCH CANOPY VENEER - - - - - - - - - - - _ - ' 2 COLOR SELECTED BY SHOPPING CENTER ARCHITECT F-4 PUBLIX FINISH BY SHOPPING CENTER DEVELOPER MMA BASE AT MASONRY WALL MMA BASE AT CLR/FRZR WALL MMA BASE AT STUD WALL WOOD BASE AT STUD WALL SEE DRAWINGS BY OTHERS TRANSITION FROM SEAMLESS EXTERIOR SLIDING EXTERIOR HOLLOW Z JAMB DETAIL Q 1 MMA TO CONCRETE 2 DOOR SILL DETAIL 3 METAL DOOR SILL DETAIL PLOT DATE: c AUTOMATIC DOORS SCALE-N.T.S. A-2 SCALE= N.T.S. (�-2 SCALE N.T.S. 10 .TAN 08 A-2 SCALES 1 2'=1'-0" BASE DETAILS A-2 oc REVISION DATA: SEE PLAN SEE PLAN 2' (MIN,) 2° (MIN.) �" GYP. 2" (MINJ Y8" GYP. 2' (MIN.) I 1 I ' BD.- MOLD, 8" CMU 12" CMU O 1 1 1 OR 2 LAYERS i 1 BD. (WIT) MOISTURE, "GYP. 8D. (WIT) 12" CMU 8" CMU " GYP. BO. 1 OR 2 LAYERS 12' CMU GYP. BD. OF TYPE "X' GYP. BD. OF TYPE °X' I FIRE -RESIST. GYP. BD" 12' CMU 5 , 8/g° GYP. BD. 1 O 0 �" GYP. O 5fB° GYP. BD, 0 3�8" MTL. 3"MTL. 0 3' MTL° STUD 11/2'Z' FURRING %" GYP. BD. /a GYP. BD. I I BD. STUD 16° O,C. STUD 16" O.C. 16, D.C. 12' CMU 12 CMU 24" D.C. 6' MTL. STUD G" MTL. STUD I 3's° GYP. BD. B' GYP. MTL. STUD @ 16" O.C. @ 16" O.C. I I BD. 3%` MTL. 5 , 3%' MTL. STUD 3%8" MTL, STUD I 3%' MTL. STUD I I (� I 16" O.C. INSULATED INSULATED INSULATED WALL 7 , /6 FURRING GYP. BD. U STUD /8 FURRING 16' O.C. 16' O.C. i 0 16" O.C. i O 0 I I 3%8 MTL. G" MTL. 16' O.C. O WALL (COOLER WALL (COOLER (COOLER OR CHANNEL CHANNEL STUD 16" O.C. 0 STUD O 0 OR FREEZER) OR FREEZER) FREEZER) 1 1 FIRE RATED WALL 16' O.C. INSULATED 1 FIRE RATED WALL 1/2 EXTRUDED UL WALL (COOLER 1 FIRE RATED WALL UL CHASE —CHASE FIRE RATED WALL /2'PLYWOOD FIRE RATED WALL FIRE RATED WALL FIRE RATED WALL POLYSTYRENE DESIGN NO. OR FREEZER) UL DESIGN LNO. U901 DESIGN NO. U419 UL BACKING UL UL INSULATION DESIGN NO. U419 DESIGN NO. U901 DESIGN N0. U901 DESIGN NO. U901 #12,45 (REPL. #0390) 1 1A 2 2A 3 4 5 6 6A 7 8 8A 9 BA � 1 11 W BB 7A O ZEPHYR COMMONS � � O O o O 2" (TYP.) z' PRETTY POND RD. & HWY. 301 —8' OR 12" CMU B" CMu 8' CMU �`�' ZEPHYRHILL5 PASCO CO. 8" CMU' GYP. BD. 12" CMU 12" CMU , INSULATED WALL" GYP, 0' GYP• 0 %2" PLYWOOD I INSULATED WALL 8" CMU FLORIDA CHASE AREA USE ICOOLER OR FREEZER) O O 5/$' GYP. �a° GYP. 0 0 Via° O �" 0 %2 BACKING (COOLER OR FREEZER) GYP. BD. BD GYP, �6° GYP. BD. 5 GYP. BD. i PLYWOOD BD. BD. 5 ' GYP. BD. I O 5 ° 5 INTER -LOCKING BRACING BD. BD. BACKING 1/z' PLYWOOD /B AIR SPACE /a GYP. BD. /B GYP. BD. BETWEEN STUDS AIR SPACE 6' MTL. I 6' MTL. BACKING 6' MTL. 6' MTL, STUD STUD STUD %2' PLYWOOD I 'MTL. STUD 6' MTL. STUD STUD I 8" or 12' CMU 16' 0°C. 16' O.C. BACKING 16, O.C. 16" O.C. 5/B' GYP. BD. %' GYP. BD. @ 16" D.C. 0 0 @ 16" O.C. 0 To 3�' MTL. STUD 3%` MTL. STUD O G" MTL. STUD STUD TL. STUTL @ 16" O.C. @ 16° D.C. I %S" HAT CHANNEL 0 0 35/a° MTL. STUD I 54*4 0,1*1 FURRINGoi 6" MTL. STUD 16' O.C. 3' +/- 16" O.C. @ 16, O.C. 1 , 1 " i 16" D.C. 3" +/- 0 i%2 MTL. FURRING V112707 16" D.C. /2 PLYWOOD /2 PLYWOOD I BACKING BACKING I 1%2" MTL. C� 16' O.C. FIRE RATED WALL I FURRING DRAWING TITLE: CHASE AREA USE UL FIRE RATED WALL INTER -LOCKING BRACING . CHASE AREA USE FIRE RATED WALL BETWEEN STUDS INTER -LOCKING BRACING @ 16'O,C. DESIGN NO• U901 BETWEEN STUDS UL DESIGN NOU90I UL DESIGN NO. U901 12 12A o 13A 14 15 17 18 8 19 20 21 22 <� 16 s O o SCHEDULES SEE PLAN V �/ O O O 12' CMu 12" CMU 12' CMU 12` CMU AND %" GYP. BO. 5/g" GYP, BD. 1%2" 'Z' FURRING 1 5/8" GYP. BD. O %8" FURRING DETAILS 24" O.C. ijz Z FURRING CHANNEL, 35/8' MTL. STUD GYP. BD24" O.C. 24" O.C. PERP. �" GYP. BD. O 5f8' GYP. BO. 6" MTL. STUD . . 6'MTL, STUD TO STUDS 16" O.C. 16" O.C. V GYP. BD. 16' O.C. 0 6" MTL, STUD ffj@ 16" O.C. �$' FURRING CHANNEL. SCALE: AS NOTED %2" PLYWOOD 0 24' O.C. PERP• BACKING TO STUDS FIRE RATED WALL UL ALL LIGHT GAUGE STUDS TO BE 20 GA.. PROVIDE DIAGONAL DESIGN NO, U901 BRACING FOR 3%" STUDS THAT EXCEED 15'. FOR 6" STUDS 27 PROVIDE DIAGONAL BRACING FOR STUDS THAT EXCEED 22' . 23 24 25 0 26 ALL BRACING TO BE 4' O.C. SEE STRUCTURAL DRAWINGS FOR DETAILS. O of 1s AN-2008 12:59 xmwo P:\1200-1299\1245\i245a02.dgn I& Publi*x. SUPER MARKETS (D ------------------------------------------------------------------------------------------------------------- a - - - - - - - - - - - - - - - - - - - - - - - - - - a --- - - - - - - - - - - - - - - - - - - - - - - - - 13 - - - - - - - - I I { ( I rA 1 a■u■n' mmr ■■ IIIIIIIII11mom ■■■ o ■m■a, ■■u■m 0■0■0 I F ER I I i ROOM I I I EL.12'-d' I _ rrctt tK VTHIS EL:1G MILLENNIA CLIMAPLUS LING TILE WITH SLT EDGE AREA PNLY EVEI S I • EL: 8'-6' n E : 9' 0' IN-so mom 15 o ♦ :. - u �J FOAM,ommmomml I I mill I Ill Ji wommom O - Ee �� , , li����l 1 ' � '- � - r ' _ • 1■Q�*�1�■■I ��■■■■■I■■■■■■■OL©■�!'■0■iii■■�■■1� ■■■■�®■��■■■I .� ���� 1��/�I 1■■■1/�1�■11■■■!■■■//■■■!!■■!■1��■■■■■■■■la ■ A■ !■ ■I M 1��!■� � �31s derma � � IL EL.8'-0" EL:16'-0' I USG MILJNNIA CLIMAPLUS CE[LING TILE WITH SLT EDGE THIS AREONLY I I SG MILLENNIA CLIMAPLUSi CEILING TILE WITH SLT EDGE THIS AREA ONLY I I EL: 8'-0" USG MILLENNIA CLIM LUS CEILING TILE WITH S T EDGE THIS AREA ONLY P4'x24- LOCKABLE EL: 8'-Q" TCCESS PANEL I I I I i i O NOTE.SEE SHEET A-4 FOR ALL WALL HEIGHTS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631680-5295 PHYSICAL ADDRESS: 3300 PUBLIXCORPORATE PARKWAY, LAKELAND, FL 3381 1-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REGA 1881 SC. REG.7477 AL REG.623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG. 16340 AL REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL. REG, 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG.021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2 000 PUBLIX SUPER MARKETS, INC THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION, THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10JAN08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: REFLECTED CEILING PLAN SCALE: 1 /8 " = 1 '- 0' 10-JAN-2008 12.58 xmwc P:\1200-1299\1245\1245a03.dgn Publix. SUPER MARKETS Fi- — 0— - — - — - — - — - — - — - — - — - — - — - — - — -[3-- - — - — - — - — - — - — - — - — - — - — - — - — - 9 - - — - — - — - a-------- o- o- { I I I I I I I I I I I I I O O O WALLS TO THE ROOF DECK WALLS TO THE UNDERSIDE OF THE BAR JOIST WALLS G"ABOVE CEILING FREEZER/COOLER WALLS I I O ------------ 01 ------------ of ------------ OI CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811.3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA REG. 11881 SC. REG.7477 AL. REG.623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020231 SC. REG. 16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL REG. 24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA.REG.021246 SC. REG. 16521 AL REG. 20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG- 54781 GA. REG.31882 SC. REG,25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG, 54085 GA, REG. 025636 SC. REG, 19743 AL REG. 23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 3008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL .NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE. 10 JAN 08 REVISION DATA: #12,45 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5A49,4 V112707 DRAWING TITLE: GRID / SOFFIT / WALL PLAN SCALE: 1 /8 " = 1 I- 0" �-JAN-2008 12-56 xmwc P:\1200-1299\1245\1245e04.d9n -- 1 I ' ----F--- I - --7rT I rl ❑ - T— P u b ll'o xe SUPER MARKETS DS 4'x4' GUTTER AND 3'x3' DOWNSPOUTS D H—-—-—-—-—-—-—-—-—-—-—-—-—-— - — - — -— —-—-—-— - — - — -——-—-—-—-—-—-—-— - ----- 9— ----- --- --- ------ RD-2 70'-8' 37'-4" I I 12 i I RD z o LOADING DOCK CD I 0 CD FIRE RISER ROOM w ROOF � I ROOF - TAPERED I 0 CD ROOF INSUL. PROVIDE 34'-0" 7I'-6° i 1/4' / FT. SLOPE 6 i RD-2 5 I 32"x8" SCUPPER 1 I RD-1 I PARAPET I 16"x8" OVERFLOW I r AND 8"x 8" DS 1 16"x8" OVERFLOW SCUPPER (TYPICAL) (TYPICAL) SCUPPER ('TYPICAL) 8 -0 I 8 -0' I o I 6 8'-0' 8'-0" -0' 8'-0' I 8'-0°' I I RD-2 I I 1 I tT— I -------- - - I - - - - - -I - i- - I -- - - - I - ----—-—-— - — - — - � o , VTR VTR I �-- -► I -� •- �► ; 8„x16" O�L€fFt. I o o 9RD-' 9RD-1 ER (TYPICAL?VTR VTR VTR U7R RD- I I VTR o 1 I I ( VTR i DOUBLE CAS t`}F-3 ( RD 1 SHEET A eRD-2 MECHANICAL CENTER i RD-I ; L \ DOUBLE CAP GVTR ---------------------- ( AC-5— ----`� —SHEET AREA --- ------- --------- -O F — --I----------------- -------------------1-------------------------------------- ---{- �CC�NB€NSAT€$RAIid------------1--------- F `I ♦ ♦ O VTR 1 1 1 I ( I I I i I I I I i i I 1 I I I I 1 1 1 I I I ( I I 1 I I i 1 1 VTR I DOUBLE CAP SHEET AREA I I I I I I CD 1 I I I � I I W I I I oCD CD I I I � I I I I ICDI I I I cn I I I 1 I I 1 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - - - — - — - - — - — — - — - - - -------------------------------I - ------------------------------I- — — - — - — - — — - — — - — — - — - — - — - — - — - C+ VTR- — - — - — - — - — - — - — - — - — - — — - — — - — - — - — — - — - - — - — - — - — - — - — -� i I I 1 i I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i i 1 1 I I I I I I I I I I I I I I I i I I I I i I I I I I I I I" SF-1 I I I I I , 1 I I I I I I 1 I I I I i I,I II ---------- ------------—— —--- ------------------ ------ II _ 1i -I,—I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 I I F-2 `- F-1 I I I I I �CD I I I I I � I �} CD 1 1 I i 1 4 13 4 RD-1 I ( 13 RD-1 I RD-1 i 9 ' CD i �O ONDENSATE DRAIN 1 RD-1 1 O }CONDENSATE DRAIN w CD GRO-i Cr I 1 ( AC-4 1 CO DENSATE 1 I AC-1 1 AC-2 DR IN 4 I I I I I I I I 12 \ \ I SATELITE DISH -SEE DETAIL 13/S-7 12 I RD-1 - RD-1 C------------------- ------------------------------------- -- ---- ---- �`'-- �o----------------------- --- �3— - \ — ------------ -----------------I---------- --- --- ----- ------------------------------------------------------- VTR O ! I ! I I I I I I ! o VTR I I I I I I I I I I { I I I I I I I I I I I I I i I I I I I i 1 1 I I I I I I I I I I f I I F- 6 F- 4 I I I I i I I -% I I I I I I I I 1 i I i I 4 I I I I 4 I D-1 I I I I RD-1 ...-_. E V-1 i AC-3 '}CONDENSATE . 11 1 9 \ 9 CONUENSATE RD 1 ;` A -6 � 1 � � � . - 1 1 o VTR ( TYP % 1 DRAN DRAIN I I i I I I TYP I I I I I o VTR I F-5 1 1 1 1 1 r� VTR O I I I }} PARAPET VTR o 1 1 I I I I I I I VTR a( o I I 7 I I I I VTR o VTR O PARAPET 1 - B SEE SHEETS RD-1 AND RD-2iFOR ROOF DETAILS i I I I I I l RD-1 I 1 I I I I I I I I I I I I 1 I I I I I I I I I i i i i i i i i I I I i I I I I CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6SM295 PHYSICAL ADDRESS: 3300 PUBLIXCORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REGA 1881 SC. REG.7477 AL. REG.623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG. 16340 AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 277AO SC. REG.21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 2559t AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. PEG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST Of MY KNOWLEDGE, -INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12,45 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4#4 V112707 DRAWING TITLE: ROOF PLAN SCALE: 1 /8 ' = V- 0" of 18 10-JAN-2008 12:55 xmwc P:\1200-1299\1245\1245a05.dgn SUPER MARKETS B C nD E G H I I I I I I 2 1 I I 7 A26 I 6 I I EL.28'-8' A-17 A-17 I { 8 A-16 ( A-16 I I T.O.B. A-16 I I I I I I EL:24'-O' T. JOIST - - - - EL:22'-O'1\ zl\ A\ I T.O.B. I T. JOIST I i II I I I I I i x4 I I I I I I I I I I I I I I I I -- - - - - - - - ------- - - - - ------- - ----- -I -- -� I I m N DAIRY COOLER I S COMM STCR PHARMACY I I I ( I I EL:O'-0' - - - - FIN. FLR. EL:0'-0' FIN. FLR. I 2 Iji A-6 4 SIDE SECTION A-6 SCALE: W. = 1'-0" I I I I I I I I I 5 I I 1 eli, 241A-6 A_15 I A26 A-14 A-14 I p 35 I --- EL:28'-8" T.O.B. I I I I I I EL:24'-0° T. JOIST EL:22'-O' T.O.B. EL:20'-O° T. JOIST - - - I I I I (2) GYP. BOARD LAYERS SEE WALL SECTION REVEAL CHANNEL I I 7 10 • FOR DETAILS. NO BAND 9'-0" SCREED - SEE A/15 I � I I %" GYP. BOARD m ON %8' FURRING _ r` SECURED TO CMU. m LOADING DOCK I `�' SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION I I I I AND DETAILS SEAFOOD I I D LI 0 LER (PR A ED) EL:O'-0' _ _ _ _ EL::0'-0_ FIN. FLR. - - - - FAN, FLR,- I I I I I 1 2 3 SIDE SECTION A-6 A 6 SCALE: %g" = 1'-01, A-6 1 2 3 4 5 6 7 8 I 1 I I i I I I 1 I 3 4 I I 5 4 I 3 3 2 ei VARIES T. PARAPETBEAM VARIES T. JOIST FL:O'-O" FIN. FLR. BACK SECTION SCALE- %8" = 1'-0' 416 4 I 3 I 2A-14 A-14 A-8 i A-14 i A-14 A-14VARIEST. JOIST SEE M-1 FAR GRILLEOPENING DIMENSIONS SEE M-1 FOR GRILLE OPENING DIMENSIONS (2)GYP.BOARD LAYERS/� //// �/ -------I r- I r-------SEE WALL SECTION FOFZI DETAILCOMPASSO TRIMit I !Im//iL-------I L------_I �t __----_I I (2)GYP.BOARD LAYERS 'II /�/� om . 4-+ FIN. F477=1 ll FRONT SECTION SCALE-. 1�s° = 1'-0. NOTE:ALL GAS PIPING TO BE PAINTED SAFETY YELLOW - --------*----------- �----- - - - - -- --- �-- - - - - - A-1 I I A-16 I I I q-6A-16A-1A-16 I i I i I I I I ! I I I I I I I I I I I I I I I 10'-O' 10'-O" I RECE REVEAL CHANNEL SCREED -SEE REVEAL CHANNEL SCREED -SEE I I RECESS S REVEAL CHANNEL SCRE�D -SEE (2)GYP.BOARD LAYERS I I ' WALL SECTIONS WALL SECTIONS B'-0' '-O' TYP WALL' SECTIONS � � in I I I I I '-e ----------- -- - -- -- - ------ - - - - ---- - - - ------- - - - - ---- - - - ---- - - - - - -- --------- - - - - ------- - - - - -- -- I CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 18631680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.] 1881 SC. REG. 477 Al. REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG.1b340 AI. REG.20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL•FL.REG.51959 GA. REG. 27740 SC. REG.21754 AL REG. 24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 G,4- REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA.REG.31882 5C.REG.25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23Q65 TN. REG.tO8Q38 NORMAN METER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL REG. 2 8079 d COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; 70 THE BEST Of MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: BUILDING SECTIONS SCALE: 1 /$ " = 1'- 0" Of 1e T -JAN-2008 17:23 xmac P:\1200-1299\1245\1245o06.dgn --.:�i,l hl I� 1 ili,i ac l I ��il 1 1 � � 1 - _-I -I. I I I I i I I I I � ' MECHANICAL I r----------------- r----------- —�; SATELITE i i .' t I r---------------, I CENTER r---------------- ---------------- PB-1 ERV ; A/C UNIT T/ PARAPET C.M.U. EL:26'-0°-----------------------------------------------------------------'-- - - - - ---------------------------------- - - - - -- --------------------------------------------------------------'- -------------------------------+----------------------------------------- ---- -� ---------- - - ---- T/ JOIST (HP)---------------------------------------------------_------------- _------'-----'------------_------------------------ t------------------------------------------------- _------------------_-_---_--_-----_----------------_--_---------_---_--____-- _ --- --_--_---_------_---_---_- T 1-" t _ _ _ _ _ EL-24'-0" ---------------------------------------------------------- -------------------------- -------------------------------------------------------------------------- ---------------------- -- -- ------------- --- — -- — — — - --- - --- — SEE DEVELOPER AND SUPPLEMENTARY DRAWINGS I SEE C1EV LOPER AND SUPPLEMENTARY IDRI WINGS FOR ADDITIONAL STRUCTURE I AND FOR ADDITIONAL STRUCTURE, � I I ADDITIONAL EXTERIOR WALL FINISHES AND I I 4DDITIONAL EXTERIOR WALL FINISHES I �� I� ALUMINUM AND GLASS STOREFRONT I FASTEN GLAZING SYSTEM TO CONCRETE AND/OR MASONRY i — — — — — — — — — �I , SLIDING DOOR W/V4 DIAMETER TAPCON SCREW ASSEMBLY SEE AT MAX. 2'-0' O.C. AROUND PERIMETER DETAILS ON A-2 W/ MIN. i%2'EMBEDMENT - I--- Ii II SUSTED LQ�IONMB-3 MB-3 PRESTO SIGN Flop/ FF—T-11 II ,I rnnicrallrr�r`i vGurri r MAIN LEVEL Ile FOR SO OPENING I SEE SJ�RUCTURAL '9ET ILS SEE DETAIL ON ADA-1 & 2 FOR ATM AND SHELF i MAIN LEVEL EL: 0'-0" I EL.0'-0" I i I r � I ri- FRONT ELEVATION A-7 SCALE:%8" = 1'-0' 19'- 8 7 6 5 4 3 2 I I I I I I I I I I I I i I I I I r---------------- f I I I I ( I MECHANICAL CENTERt t i A/C UNIT T/ PARAPET C.M.U. ' EL- 26'-0° A/C UNIT A/C UNIT T/ JOIST (HP) ' EL- 24'-0' T/ PARAPET P B-3 t EL:22'-0"--------- — ----- ---------------- ---------------- ----------------'--- T/ JOIST (LP) —_�_�_�'_�_�_ _�_�_�-_�_ __�_�—�—�—�—�—�—�—�= 1=�=�= __�-------�_�==-=T_=—--___—__-_—_—______—_—_—_—_—_—_---=--=z=—=—--_ — EL:20`-0' RB=3-------- __ — --- ---------------------------------- ------------------------------------------------------- DS LOADING DOCK DS 8x8 DOWNSPOUT TYP. OVERFLOW SEE STRUCTURAL DRAWINGS SCUPPER (TYP.) FOR ADDITIONAL INFORMATION AND DETAILS 3'-6" SO OPENING W/ DOCR;FOR COMPACTOR CHUTE - +7'-0' I- - - - 20'-4" n Ill KCS"F MB-1 4'x4' GUTTER AND 3'x3' DOWNSPOUTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F- :0 .1 2 REAR ELEVATION A-7 SCALE:%g' = 1'-0' DS 11------'—'-- ------ _ — �11-- - - - - -------- ---- ---- F E o a o I I I I I I ------------- ; I I I I 1 I SATELITE MECHANICAL I A/C UNIT T/ PARAPET C.M.U. CENTER A/C UNIT A/C UNIT ' — — — ----------- T/ JOIST (HP) A/C UNIT —I------------=-------_— _--------- _--------------------------- EL.24' 0„ ------------------- --- --- — �- — — — — — — — — — — — — — — — — — — — — — _ ---------------------------------------------------------- — — — — — — — — — — — — — — — — — — — - -----�--�--------------------------------- - ----------- �1 / JOIST (LP) ------------------------------------------_-------------- — --------RB_2---- ------------- 20'-8" 12'-0" 10'-8" .1 19'-4° - 12'-8' 20'-8" 12'-8" 20'-0' 12'-8' 20'-8" 12'-8' CONIC EYEBROW AND BEAM - SEE STR DWGS LOADING DOCK SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILS 3 COURSES OF K.D. BLOCK @ STEP LOCATIONS (TYP) 8' STEP IN BOND BEAM (TYP) r-3-sIII,,,,SIDE ELEVATION A-] SCALE:%$" = 1'-0' � --- - - -- tea rPHARMACY 3RIVE _THRUl, WHEN DR[VE-THRU PHARMACY OCCURS LIGHT FIXTURE —SEE ELECTRICAL L - Ii P 11 u n n u II MAIN LEVEL EL: 0'-0" i i i I I I I I i I I I ISATELITE I r---------- i ---------, ,-- -, MECHANICAL ' A/C: UNIT i ---------------------------------- - CENTER (A/C UNIT __ r I I ' T/ PARAPET C.M.U. ;A/C UNIT: A/C UNIT � BEYOND EL- 26'-0 ( i BEYOND T/"JOIST (HP) ------- ------- -- i ---------- -------------------- ; t EL:24'-0'--------------------------------=----------------- l—'—I------------------ ------------- --- 1 — —I— —--------------=--------- — ' ---------------------------------F _--------- ----------------- — — —L — — — --------------------- ______-__ ______________ -- —--------------- - T/ JOIST (LP) ------------ ------------- - — — — — — — — — — — — — — — — — — — L------ EL.-20'-0„ 12'-8' 20'-8" 12'-8' 20'-0" 12'-8" 20'-8" _ 12'-0" 20'-8" 12'-8' 19'-4' 1, 10-8' OL MAIN LEVEL EL:O'-0" r - - - 7 8' STEP IN BOND BEAM (TYP) 3 COURSES OF K.O. BLOCK @ STEP LOCATIONS (TYP) �4SIDE ELEVATION A-] SCALE:1�8° = l'-O" CONC EYEBROW AND BEAM - SEE STR DWGS LOADING DOCK SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILS H I I I I I — 8"x8" DOWNSPOUT TYP. I , I I i I I I TAILING - SEE STR DRAWINGS I SEE STRUCTURAL FOR STEPS NOTE: ALL GAS PIPING TO BE PAINTED SAFETY YELLOW. P u b 1'1* XG SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407 LAKELA D F N L 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.11881 SC. REG.7477 AL. REG. 623A TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. 45277 GA. REG, 020251 SC. REG. 16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL, REG. 51959 GA. REG. 27740 SC.REG.21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG.16521 AL REG. 20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG. 23065 TN. REG. 108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO 8E COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA.- #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*j4 V112707 DRAWING TITLE: EXTERIOR ELEVATIONS SCALE: 1 /8 ° = 1'- 0" A 7 Of 18 10-JAN-2008 12:53 xmwc P:\1200-1299\1245\1245a07.d9n — - - - _ -: I _., i; �.. ;�.J 11 .�, 1 11111LA 111111617I .. 1 il: a:- jai 6d. it [i 1111 IN 111L lKO i.f&i.0 1 INTERIOR ELEVATION (VESTIBULE) i A-8 I SCALE: N" = 1'-0" INTERIOR SCALE: 3/R" = I'-O" ELEVATION (VESTIBULE) 0 7%5" GYP. OVER " FURRING CHANNEL @ 24" O.C. 2x6 RAIL, COUNTERSINK FASTENERS, PLASTIC LAMINATE FINISH LP-3 PLASTIC LAMINATE FINISH OVER GYP. BOARD LP 3 VESTIBULE WALL FINISH DETAIL SCALE: 1%2' = 1'-0` 3�4' PLYWOOD WITH ADHERED LAMINATE LP-3 Ix WITH ADHERED LAMINATE LP-3 BOTTOM OF WOOD TRIM EL.: +7'-2' FALSE COLUMN LAMINATE DETAIL SCALE: 3" = 1'-0" STOREFRONT W1 SYSTEM -SET SALES AREA SI TOP OF WALL EL.: +3'-0' CERAMIC TILE ELEVATIONS AN PATTERN BOOK %` TYPE "X' GYF STOP AT TOP C BULLNOSE TILE OVER SILL %' TYPE 'X' GYP. BOARD - WRAP OVER TOP OF WALL CERAMIC TILE - SEE ELEVATIONS AND TILE PATTERN BOOK G' METAL STUD STOREFRONT SILL DETAIL SCALE: 3" = 1'-0" Publix.. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX407, LAKELAND, FL 33802 18631680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA_ REGA 1881 SC. REG.7477 Al. REG. 623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. AS277 GA. REG. 020251 SC.REG.16340 AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG. 21754 Al. REG. 24905 TN. PEG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. SA083 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST Of MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING. CODES PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*4 V112707 DRAWING TITLE: INTERIOR TILE ELEVATIONS SCALE: 3/8 " = V- 0" 10-JAN-2008 12:53 xmwe P:\1200-1299\1245\1245n08.dgn of 18 Q � I I , , I I I I I I I I I I I I I I I I I ( II I I I III I I I,I I I I I I I i I I I I I I I I II I I I I i l I it f I � I III I I I I i I IP 4 I I I l i l I I I I I _ I I I ( LE=s1 I I III I I I III I III IP-1 I i IP-4 I I I I I I 1i IP-5 ICI ( III I 1 I I I IP-9 III IP-9 III __ 111 ' i LP-3 IP-5 LP-6.1 LP-3 I I I ! IP-5 LP iII II III I f i 4LP-6.1 COUNTER TOP COUNTER TOLP LP-6.2 EDGE BANDING EDGE BANDING DINGCIIt t I I III I ! O DUTCH DOOR 1xZ I , I LP-3 I I Cri I I I i i I I LP-3 I I I III i TP 5 TP-6 TP-6 I ( TP-6 I I I INTERIOR ELEVATION i INTERIOR ELEVATION 1 (PHARMACY) 2 (PHARMACY) IV VA /A\ I lit I±I:jtI 1 LLLi' I I I 1 j I I , , I , , I I I -j - - i INTERIOR ELEVATION 3 (SEAFOOD/PRODUCE) A-� SCALE: 3/" = Y-0" p ublix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6MS295 PHYSICAL ADDRESS: 3300 PUBLIXCORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL, REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG. I1881 SC. REG. 7477 AL. REG.623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC.REG.16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG, 51959 GA, REG. 27740 SC. REG.21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FIL REG. A3889 GA. REG. 021246 SC.REG.16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG.19743 AL REG.23065 TN.REG.108038 NORMAN METER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL- REG. 28079 @ COPYRIGHT 2008 PUBLIXSUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENT$ ARE THE PROPERTY OF PUBLIX SUPER MARKET$, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*,4 V112707 DRAWING TITLE: INTERIOR TILE ELEVATIONS SCALE: 3/8 " = V- 0" 10-JAN-2008 12.52 xmwc P:\1200-1299\1245\1245a09.d9n A9 Of 18 INTERIOR ELEVATION 1 (BAKERY) A-10SCALE.- 3/° = 1'-" BAKERY OVEN SOFFIT ISOMETRICS SCALE: NTS 2 kbHIKttl T / UtLl) jilSCALE- Y8° = P-0' P u b 11'* xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 3381 1.3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA- REG.11881 SC. REG.7477 Al. REG. 6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. 45277 GA. REG. 020251 SC. REG. 16340 AL. REG. 20382 TN, REG. 101507 PAUL C. HARMAN, PE STRUCTURAL. FL. REG.51959 GA. REG. 27740 SC.REG.21754 Al. REG. 24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG.A3889 GA. REG. 021246 SC.REG.16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL- REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OP MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES UBLIX PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54.4E V112707 DRAWING TITLE: INTERIOR TILE ELEVATIONS SCALE: 3/8 " = V- 0" A 10 10-JAN-2008 12:51 xrnwc P:\1200-1299\1245\1245a10.dgn -- —I - - - - - - - - - -- - -- — - of 18 (D 6'-71/a" 10'-111�s' i 3'-6" 2'-1011 ' SD I SD -- — - — -— ---—-—-—-—-—- — - — - —- I —-� --- - - - ---- ---- - - - - ------- - - - - - - --- I — — — BCS 30'x48" MIN - - - - - m I I I BCS I I I Q O CLEAR (ADA) -MR1 ----- --� -------- I ------ PTO -------1 1-------- ----- 1 4 I I I TR I TR 3 Q5 I I I I I 5'-0" CLEAR L5'-0" CLEAR 2'-10" I SD ---------- --- ---- A-11 4 O.H. 2'-10' SCD TR SCD DOOR ___ DOOR I = O'x48" MIN 3 WOMEN-1 MEN-1 i MR1 I I LEAR (ADA) 105- o -_-- CH _ 103 I G I- — - P-4 2'-0' I ---------1 I I DOOR 1---------- ------ I I I I -- - - -- - - I I TR ----------I I ! R42 1 ' -- --- --¢1I I I �o I 1------------- I I CH I I PTD FAMILY �¢ y I m w I I 104 I i I TTD TTD I x i C' 11 I I I TTD . xw) I I r�c� y, 1 1 I Rs6 1 ' 11 u 540 1 1 P-4 1 l \ i li A-11 YP. F A R42 FV�1 1 I URINAL (ADA) - VA 1 l SEE DETAIL ON 1 I 3 TR I Il ` I 11 P-� \ ' SHEET ADA-01 -2 Ij I 1 Pr2 P-2 FVA — — - — SCD I I 1i 1 11 PTD i 1 � I I I I ___- 1 I I B --- --- ---------- ----- -- -- -- - ------ ---- ----- - -- ---------------------1----- - - - - - -- -----1--I--------------- i - - - -- - _T - - - - -- ---- -- -- ----- ---- ----I---------------I---E- -- I I � CNF)jI ej ej SNR SCD SD I MRi R36 I 6° I I ' I I I I 1'-6' 4'-4" 1 13'-1° 3'-1" 4'-4' le le 7'-4' IL 3'-0' 10'-5' L 71/4' ENLARGED PLAN, CUSTOMER RESTROOM ROOMS: 103,104 & 105 SCALE: 112" = l'-O" NOTE: FOR DIMENSIONS AND DETAILS SEE ADA STANDARD DETAILS SHEET ADA-01 L� lu mIU nz/ i r\ IRS/ �j v I , R42 I 7 7 -------------------- I CH CH rR sco 6 O.H. i 0 I---------------------------I- --- --- 16 15 1 --J I EDF i I I I I I I I I I P-1 I 1 I I I o 1 xwi 1 AMU 1 ENLARGED PLAN, EMPLOYEE RESTROOM ROOMS: 119,120 SCALE: %2" = 1'-0" 6 4 %8 NOTE: FOR DIMENSIONS AND DETAILS SEE ADA STANDARD DETAILS SHEET ADA-01 r 7'-4" TOILET ACCESSORY LEGEND: (stdADAlegend) BCS BABY CHANGING STATION - CH COAT HOOK - B-233 CLOTHES HOOK. (BOBRICK) FVA FLUSH VALVE ASSEMBLY - SEE MECHANICAL SPECIFICATIONS MRl MIRROR - 16" x 36" w/ S.S. FRAME,- SEE ARCHITECTURAL SPECIFICATIONS MIRROR - 18" x 42" MOUNT ON INSIDE OF RESTROOM MR2 DOOR OR WHERE INDICATED ON THE PLAN, SEE E) ARCHITECTURAL SPECIFICATIONS P-1 WATER CLOSET - SEE PLUMBING SCHEDULE P-2 WATER CLOSET - ADA COMPLIANT,SEE PLUMBING SCHEDULE P-3 URINAL - ADA COMPLIANT,SEE PLUMBING SCHEDULE P-4 LAVATORY - CORIAN MODEL 810 W/ INTEGRATED SINKTOP,GLACIER WHITE P-5 LAVATORY - IN ADA COMPLIANT VANITY,SEE PLUMBING SCHEDULE -18 WATER HI/LO COOLER - ADA COMPLIANT,SEE PLUMBING SCHEDULE -19 WATER SINGLE COOLER - ADA COMPLIANT,SEE PLUMBING SCHEDULE PTD PAPER TOWEL DISPENSER - KIMBERLY CLARK MODEL 09302 R36 GRAB BAR - 36' S.S., SEE ARCHITECTURAL SPECIFICATIONS R42 GRAB BAR - 42" S.S., SEE ARCHITECTURAL SPECIFICATIONS MODEL 09526 SD SOAP DISPENSER - KIMBERLY CLARK MODEL 91011 SANITARY NAPKIN RECEPTACLE - RUBBERMAID MODEL 6140-00; SNR IN WOMEN'S OR UNISEX RESTROOMS ONLY. TTD TOILET TISSUE DISPENSER - KIMBERLY CLARK MODEL 09566 TR TRASH RECEPTACLE (RUBBERMAID- PRODUCT NO.2673 SLIM JIM TOP )- PUBLIX OELECTRIC HAND DRYER - ASI MODEL 0160 STD. WHITE EHD (ALTERNATE FOR REMODELS ONLY) DENOTES ITEMS THAT WILL BE FURNISHED AND INSTALLED BY PUBLIX C.T. FINISH FULL HGT - TOILET PARTITION CUSTOMER RESTROOM 3 INTERIOR ELEVATIONS A-11 SCALE: 1/' = 1'-0' NOTE: FOR DIMENSIONS AND DETAILS SEE SHEET ADA-1 .R.P. FINISH FULL HGT SEAMLESS a MMA BASE n r rTI,iTr11 1i L HGT ION TP- SEAMLESS MMA BASE CUSTOMER RESTROOM SEAMLESS MMA BASE 4 INTERIOR ELEVATIONS 5 A-11 SCALE: 1/4" = 1'-O" A-11 NOTE: FOR DIMENSIONS AND DETAILS SEE SHEET ADA-1 CD co EMPLOYEE RESTROOM 6 INTERIOR ELEVATIONS 7 A-11 SCALE: 1/4R = 1'-0' NOTE: A-11 FOR DIMENSIONS AND DETAILS SEE SHEET ADA-1 SEE DETAIL 10/ADA-1 FOR MORE INFORMATION CORIAN SINKTOP DETAIL SCALE. 11/2" = 1'-0" P u b I'lo xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.11881 SC. REG.7477 AL. REG. 6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. 46277 GA. REG. 020251 SC.REG.16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG, 51959 GA, REG. 27740 SC. REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43869 GA.REG.021246 SC. REG. 16521 AL REG. 20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG. 28449 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG. 19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG.28079 © COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & H WY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*4 V112707 DRAWING TITLE: ENLARGED RESTROOM PLANS AND ELEVATIONS SCALE: AS NOTED 0-JAN-2008 12:42 xmwc P:\1200-1299\1245\1245all.dgn Publi*x. SUPER MARKETS EL:28'-8' T.O.B. IF EL:24'—O" 06_ T. JOIST IF EL:0'-0" FIN. FLR. I I I I I I I I I I %_? L LJ I_ Yv n L_ L_ �1INTERIOR ELEVATION \11A SCALEo%8' = 1-0, A EL:O'-0" — — — `R—FIN FLR- 8 7 6 5 4 3 2 1 I I I I ( I I I I I I I I I I I I I I I I I I I FRONT WALL r2_ INTERIOR ELEVATION A-12 SCALE:%8" = 1'-0" `"J— — — —- 0-—- 0 -- FULL HEIGHT I I I I I I THIS WALL ONLY I I I I I I 1 I FINISHES & COLORS PLAN SCALE:%6" = V-0" o,, STAN SUSP CABL 12' C ( TRIM DIAG( REQ'C CLIP ATTA CLIP USG CLIMi CEILI 114, G, . S INSTRUCTIONS IMPLICITLY �PASSO CEILING SYSTEM. CUSTOMER SERVICE COMPASSO CEILING SYSTEM SCALE: 11/?" - 1,-0" _ CEILING HEIGHT EL.: 12'-6" LEGEND IP- INTERIOR PAINT LP- LAMINATED PLASTIC (CONT'D.) IP I SHERWIN WILLIAMS SW 7006 EXTRA -WHITE LP 6 CUSTOM PHARMACY LAMINATE -BY PUBLIX IP 2 SHERWIN WILLIAMS SW 1212 WINDSTREAM LP-6.1 PIONITE AV651 CELERY FIBER IP-3 SHERWIN WILLIAMS SW 6527 BLISSFUL BLUE (COUNTERTOP LAMINATE BY G.C.) LP 6.2 REHAU C200173 DOESKIN IP-4 SHERWIN WILLIAMS SW 6119 ANTIQUE WHITE (COUNTER EDGE BANDING BY G.C.) IP-5 SHERWIN WILLIAMS SW 6204 SEA SALT S.S. COOLER WALL - STAINLESS STEEL IP-6 SHERWIN WILLIAMS SW 6340 BAKED CLAY C.W. COOLER WALL - WHITE IP-7 SHERWIN WILLIAMS SW 1234 EVENING SHADOW TP- CERAMIC TILE PATTERN - SEE CORRESPONDING DETAIL IN PUBLIX TILE PATTERN MANUAL IP-8 SHERWIN WILLIAMS SW 6360 FOLKSY GOLD AVAILABLE AT http://www.box.net/public/iOzgpf9zh3 IP-9 SHERWIN WILLIAMS SW 6362 TIGEREYE VB-i VINYL BASE- 6'COVED 'JOHNSONITE #49 BEIGE' OR EQUAL IP-10 SHERWIN WILLIAMS SW 6447 EVERGREENS FRP-1 KEMLITE FIRE-X GLASBORO W/SURFASEAL IP-11 SHERWIN WILLIAMS SW 6668 SUNRISE FRP-Z 011' 84 'IUORY' KEMLITE FIRE-X GLASBORD W/SURFASEAL IP-12 SHERWIN WILLIAMS SW 6674 JONQUIL FRP-3 .090' 85 "WHITE' KEMLITE FIRE-X GLASBORD W/SURFASEAL IP-13 SHERWIN WILLIAMS SW G431 LEAP FROG .090' 48 "PEARL GRAY' (FULL HEIGHT) IP-14 SHERWIN WILLIAMS SW G795 MAJOR BLUE TLP-1 EE ALL TOILET PARTITIONS TO BE COMTEC'S CL-02 'DESERT BEIGE' OR EQUAL IP-15 SHERWIN WILLIAMS SW 6307 FINE WINE CF- SEALED CONCRETE SLAB IP-16 SHERWIN WILLIAMS SW 6321 RED BAY FLOOR FINISH IN THIS AREA TO BE VINYL COMPOSITION FCF-1 TILE;ARMSTRONG IMPERIAL TEXTURE # 51911 IP-17 SHERWIN WILLIAMS SW G994 GREENBLACK (CLASSIC WHITE) (12'xl2'x%g') IP-I8 SHERWIN WILLIAMS B-66R38 SAFETY RED CF-2 FLOOR FINISH IN THIS AREA TO BE CONCRETE WITH HARDENER IP-19 SHERWIN WILLIAMS ALKYD PRIMER CF-3 FLOOR FINISH IN THIS AREA TO BE CARPET TYPE I (CARPET TILE) IP-20 SHERWIN WILLIAMS SW G342 SPICY HUE CF-4 FLOOR FINISH IN THIS AREA TO BE CARPET TYPE III IP-21 PRODUCE FAUX PAINT BY PUBLIX-SW 1351PLEASANT GOLD (CARPET TILE) IP-22 DAIRY FAUX PAINT BY PUBLIX-SW 1351 PLEASANT CF-5 SEAMLESS MMA 'PUBLIX BEIGE' FLAKE CONC. SLAB SHOT BLAST CLEAN AND SLOPED TO FLOOR DRAINS AT GOLD ELEVATIONS INDICATED IP-23 MEAT FAUX PAINT BY PUBLIX-SW 6327 BOLD BRICK IP-24 FROZEN FAUX PAINT BY PUBLIX-SW 6807 WONDROUS BLUE IP-25 CUSTOMER SERVICE STRIPE- SW G886 INVIGORATE ' NOTES o NOTES: IP-26 BAKERY SOFFIT- SW 6531INDIGO 1. NOT ALL COLORS MAY BE USED ON THIS PROTOTYPE 2.INTERIOR PAINTS FOR SALES AREA WALLSURFACES ABOVE 8'ARE LP- LAMINATED PLASTIC TO BE 'FLAT FINISH': ALL OTHER SURFACES TO BE SEMI -GLOSS SATIN FINISH. 3.APPLY BLOCK FILLER TO ALL MASONRY TO RECEIVE PAINT LP-i DELI SWIRL LAMINATE - INSTALLED BY PUBLIX LP-2 DIXIE PLYWOOD -"TEAK' 4.ALL SURFACES OR BLOCK BEHIND CASES SHALL JUST RECEIVE PRIMER FILLER. ALL SURFACES ABOVE THE CASES SHALL ALSO RECEIVE THE FINISH COAT OF PAINT. LP-3 G WILSONART #7061-60 "NATURAL PEAR' 5. ALL CERAMIC WALL TILE TO RECEIVE EPDXY GROUT, COLOR MEDIUM COOL GRAY,EOUAL TO SUMMITVILLE 5710/963 WILSONART 10776-60 KENSINGTON MAPLE 'SILVER GRAY' OR LATICRETE #542 "PLATINUM" LP 4 FOR DOORS WITH PLASTIC LAMINATE FINISH, SEE DOOR SCHEDULE LP 5 NEVAMAR HONEY DO SG-0003T- BY PUBLIX = SEAMLESS MMA 'PUBLIX BEIGE'FLAKE W/ ALUMINUM OXIDE 6. CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG. 7477 AL. REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL -.FL. REG.51959 GA. REG. 27740 SC.REG.21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG, 43889 GA. REG. 021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AO85 GA. REG, 025636 SC. REG. 19743 AL REG.23065 TN. PEG,108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION, THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND SELLEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*,4 V112707 DRAWING TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED A m 12 of 18 D-JAN-2008 12.41 xmwc P:\1200-1299\1245\1245a12.dgn NO I E: ALL GAS PIPING TO BE PAINTED SAFETY YELLOW EL-O'-0' FIN. FLR. n I EL:22'-0" T.O.B. EL:20'-0" T. JOIST I I I I I I I EL:0'-0' FIN. FLR. I F I I I I I E D C B I I I I I I I 1 I 2 I ( yA- ----,�- EL-28'-8' T.O.B. I I I EL:24'-0" _ T. JOIST CHANGE I-0 1P_2 1 I PAINT COLOR ; I IP-2 —► IP-I3 IP-f IP-£ 1%2' CORR. GALV. 1 TOP AND FASCIA ON CNu METAL SIDING 1 I 1 IP 6 I IP-12 I I 1 I IP-21 I I IP-12 1 1 Yii////i /i/i// /// �1� ��X1111101191 zoo co -_ tP-12 -----" FRP-1 ( I SEE ENLARGED ELEVATION 4/A-15 PAINT COLUMN I 4( 2 A=6 A-6 SIDE WALL rj- INTERIOR ELEVATION �11SCALE-%$" = 1'-0. ----- — CHANGE IN _- PAINT COLOR IP-9 IP-8 IP-1 IP-12 TP-I _Ak EL:O'-0" —V FIN. FLR. X :::::::::\VvvvL-1 AA /V v VV=77 /v vvvv/ I QII- " ¢ v - I I IP-1 tP-17 -► ---------------------- CHANGE IN '}------------------ PAINT COLOR---------------- IP-2 I AINT CHANGE IP-2 I IP 2 ( IP 1 SIDES AND -BOTTOM I I IP-1 IP-19 I IP-12 IP-!6 IP I6 CUSTOM LAMINATE P OVIDED BY PUBLIX IP-i6 'ENERAL IP-12 IP-12 IP-12 i I I AND INSTALLED BY CONTRACTOR--► IP-21 �o IP-25 2 LAYERS OF IP-22 IP 23 [P 23 %'GYP.BOARO IP-t -------------------------- - - - -- -------. ------------------------------------ ----- ❑I I ------r r i-----I ------ -- ------------------- I i I it I �/ ii i -----1. — — — —— i II I I II II q II I II ii I I I p I I I' II h II II ___la III — 11 i I I ss. S.S. REAR WALL r2- INTERIOR ELEVATION A-13 SCALE-1/8" - I,-0" LEGEND IP- INTERIOR PAINT LP- LAMINATED PLASTIC (CONT'D.) IP I SHERWIN WILLIAMS SW 7006 EXTRA -WHITE LP 6 CUSTOM PHARMACY LAMINATE -BY PUBLIX IP-2 SHERWIN WILLIAMS SW 1212 WINDSTREAM LP-6.1 PIONITE AV651 CELERY FIBER (COUNTERTOP LAMINATE BY G.C.) IP-3 SHERWIN WILLIAMS SW 6527 BLISSFUL BLUE LP-6.2 REHAU C200173 DOESKIN IP-4 SHERWIN WILLIAMS SW 6119 ANTIQUE WHITE (COUNTER EDGE BANDING BY G.C.) IP-5 SHERWIN WILLIAMS SW 6204 SEA SALT S.S. COOLER WALL - STAINLESS STEEL IP-6 SHERWIN WILLIAMS SW G340 BAKED CLAY C.W. COOLER WALL - WHITE IP-7 SHERWIN WILLIAMS SW 1234 EVENING SHADOW CERAMIC TILE PATTERN - SEE CORRESPONDING TP DETAIL IN PUBLIX TILE PATTERN MANUAL AVAILABLE AT http://www.box.net/public/10zgpf9zh3 IP 8 SHERWIN WILLIAMS SW 6360 FOLKSY GOLD IP-9 SHERWIN WILLIAMS SW 6362 TIGEREYE VB-1 VINYL BASE- 6'COVED 'JOHNSON[TE #49 BEIGE' OR EQUAL IP-10 SHERWIN WILLIAMS SW 6447 EVERGREENS FRP-I KEMLITE FIRE-X GLASBORD W/SURFASEAL IP-11 SHERWIN WILLIAMS SW 6668 SUNRISE FRP-2 .090' 84 "IVORY' KEMLITE FIRE-X GLASBORD W/SURFASEAL IP-12 SHERWIN WILLIAMS SW 6674 JONQUIL FRP-3 ,090' 85 "WHITE' KEMLITE FIRE-X GLASBORD W/SURFASEAL IP-13 SHERWIN WILLIAMS SW 6431 LEAP FROG .090' 48 "PEARL GRAY' (FULL HEIGHT) IP-14 SHERWIN WILLIAMS SW G795 MAJOR BLUE TLP-i ALL TOILET PARTITIONS TO BE COMTEC'S CL-02 'DESERT BEIGE' OR EQUAL IP-15 SHERWIN WILLIAMS SW G307 FINE WINE CF- SEALED CONCRETE SLAB IP-16 SHERWIN WILLIAMS SW 6321 RED BAY FLOOR FINISH IN THIS AREA TO BE VINYL COMPOSITION CF-1 TILE;ARMSTRONG IMPERIAL TEXTURE # 519t1 IP 17 SHERWIN WILLIAMS SW G994 GREENBLACK (CLASSIC WHITE) 112'x12"xV8') FLOOR FINISH IN THIS AREA TO BE CONCRETE IP-18 SHERWIN WILLIAMS B-66R38 SAFETY RED CF-2 WITH HARDENER IP-19 SHERWIN WILLIAMS ALKYD PRIMER FLOOR FINISH IN THIS AREA TO BE CARPET TYPE I CF-3 (CARPET TILE) IP-20 SHERWIN WILLIAMS SW 6342 SPICY HUE CF-4 FLOOR FINISH IN THIS AREA TO BE CARPET TYPE III IP-21 PRODUCE FAUX PAINT BY PUBLIX-SW 1351PLEASANT GOLD (CARPET TILE) IP-22 CF-5 SEAMLESS MMA 'PUBLIX BEIGE' FLAKE CONC. SLAB SHOT BLAST CLEAN AND SLOPED TO FLOOR DRAINS AT DAIRY FAUX PAINT BY PUBLIX-SW 1351PLEASANT GOLD ELEVATIONS INDICATED iP-23 MEAT FAUX PAINT BY PUBLIX-SW 6327 BOLD BRICK IP-24 FROZEN FAUX PAINT BY PUBLIX-SW 6807 WONDROUS BLUE IP-25 CUSTOMER SERVICE STRIPE- SW 6886 INVIGORATE NOTES: IP-26 BAKERY SOFFIT- SW 6531INDIGO 1. NOT ALL COLORS MAY BE USED ON THIS PROTOTYPE 2.INTERIOR PAINTS FOR SALES AREA WALLSURFACES ABOVE 8'ARE LP- LAMINATED PLASTIC TO BE 'FLAT FINISH': ALL OTHER SURFACES TO BE SEMI -GLOSS SATIN FINISH. 3.APPLY BLOCK FILLER TO ALL MASONRY TO RECEIVE PAINT LP-1 DELI SWIRL LAMINATE -INSTALLED BY PUBLIX LP-2 DIXIE PLYWOOD -"TEAK' 4.ALL SURFACES OR BLOCK BEHIND CASES SHALL JUST RECEIVE PRIMER FILLER. ALL SURFACES ABOVE THE CASES SHALL ALSO RECEIVE THE FINISH COAT OF PAINT. LP-3 WILSONART #7061-60 "NATURAL PEAR' 5. ALL CERAMIC WALL TILE TO RECEIVE EPDXY GROUT, COLOR MEDIUM COOL GRAY,EGUAL TO SUMMITVILLE 5710/963 WILSONART 10776-60 KENSINGTON MAPLE 'SILVER GRAY' OR LATICRETE #542 "PLATINUM" LP-4 FOR DOORS WITH PLASTIC LAMINATE FINISH, SEE DOOR SCHEDULE LP-5 NEVAMAR HONEY DO SG-0003T- BY PUBLIX = SEAMLESS MMA 'PUBLIX BEIGE'FLAKE W/ ALUMINUM OXIDE NOTE: ALL GAS PIPING TO BE PAINTED SAFETY YELLOW P u b I'le xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33002 (863) 6MS295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG. 1 1881 SC. REG.7477 AL. REG. 623A TN. REG. 103497 JOHN W. KITCHENS, PE CIAL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG.16340 AL. REG. 20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG, 51959 GA. REG. 277AO SC.REG.21754 AL REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG. 54781 GA. REG.31882 SC. REG. 2SS91 AL REG.28469 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG, 54085 GA. REG. 025636 SC. REG. 19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL- REG- 28079 © COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES .1 N 1 1 ZOflB PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*,4 V112707 DRAWING TITLE: INTERIOR ELEVATIONS SCALE: 1/8 * = V- 0" A 13 Of �8 0-JAN-2008 12,40 xmwc P:\1200-1299\1245\1245e13.dgn -- -- - - -T I- -- - - - - _ - -. - - - -__ ---- - - - --- - - - -- — - - �� ��___..-- -- -- - -------- ---T--[--F --1 -- I LAY -IN CEILING E L:16' -0" BOTTOM OF SOFFIT _ EL:14'-0" B.O. BULKHEAD EL:13'-6' 2x8 F.T. MI of I/TAIr WALL SECTION AT 1 VESTIBULE A-14 SCALE: %2' = 1'-O" WALL DETAIL AT 1B ENTRANCE VESTIBULE jilSCALE: I%2' = 1'-0' B `=_____--��==___ --=_---_- ----- ----------------- ----------- - -- -- ---- -------------- - ----- ----- STEEL JOISTS , SEE STR DWGS ° it II 11 I 7 r ii 11 \`a 9/'10 I d' � ♦ p a 4 J4 d= .4 al `\ -- — — a /''/___________] — — __— FLOOR LINE G" 20 GA. MTL. STUDS @ 16" O.C. �(2) G' 16 GA. CHANNELS FOR HEADER 2x WD. BLOCKING WALL SECTION AT r6---�RESTROOMS �14SCALE. %2' = 1'-0" GYP BOARD SUSPENSION SYS %- GYP BOARD 78' HAT CHANNELS @ 24" O.C. 1%2' C-CHANNEL @ 48" O.C. — 4' 20 GA. MTL. STUDS @ 16" O.C. TOP OF SOFFIT EL:13'-0" B.O. SOFF EL:13'-0" WALL SECTION AT r2- VESTIBULE A-14 SCALE: %2" = 1'-0" FOR aTION m T ass T S E WALL SECTION AT 3 VESTIBULE A-14J SCALE: %211 = l'-O" LAY -IN _ ACOUSTICAL EL:14'-0" i i = ROOF ASSEMBLY I WALL SECTION AT r4-- PRODUCE A-14 SCALE: %2" = F-0' WALL SECTION AT r7_ BAKERY WALL A-14 SCALE: V2" = 1'-0" 1%2.XIV2' Al A55EMBLY AND BRAC 2'-0' O.C. GALY. MET ALL SIDE AL STUD FRAME @ 4'-0" W/ (3)YIs' DIA.X 13/4' CONS INTO BLOCK WALL CLIP ANGLES. IV2' CORRU SHEETING NOTE: SEE PLAN DIME WALL SECTION AT 5 PRODUCE A-14j SCALE: I/2" = 1'-0' Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLOC CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT- FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG. 1 1881 SC. REG.7477 AL. REG, 6234 TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL REG. 45277 GA. REG. 020251 SC. REG. 16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL REG. 51959 GA. REG. 277AO SC. REG.21754 AL REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA, REG.31882 SC. REG. 25591 AL REG.28469 TN. REG. 1]1382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC, REG. 19743 AL REG.23065 TN. PEG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL. REG. 28079 (JC COPYRIGHT 2009 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES P n I 41n UBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*,4 707 DRAWING TITLE: WALL SECTIONS SCALE: AS NOTED 10-JAN-2008 12:38 xmwc P:\1200-1299\1245\1245nl4.d9n A14 of 18 u b 1'1* xe ER MARKETS RATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631680.5295 PHYSICAL ADDRESS: 30 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 UBLIX FACILITIES ;IGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.1 1881 SC. REG.7477 AL. REG. 6234 TN. REG. 103497 -IN W. KITCHENS, PE fRUCTURAL - FL. REG. 45277 GA. REG. 020251 SC. REG. 16340 AL. REG. 20382 TN. REG.101507 ►UL C. HARMAN, PE RUCTURAL - FL. REG. 51959 GA. REG,27740 SC. REG,21754 AL. REG. 24905 TN.REG.107882 IN J. CARAMALIS, PE CHANICAL- FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG. 108507 'HONY CLEMENTI, PE MANICAL - FL REG. 54781 GA. REG.31882 SC. REG, 25591 AL REG. 28469 TN. REG.111382 AOND J. SIRIANNI, PE LECTRICAL - FL REG. 54085 GA. REG.025436 SC. REG. 19743 AL REG. 23065 TN.REG.108038 ORMAN MEIER, PE LECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2000 PUBUX SUPER MARKETS, INC. UCTION DOCUMENTS ARE THE PROPERTY PER MARKETS, INC. AND ARE NOT TO BE SED FOR ANY SPECIFIC BUILDING WITHOUT ISSION. THESE DRAWINGS SHALL NOT BE THOUT PRIOR WRITTEN PERMISSION OF MARKETS, INC_ INDICATED IN THESE CONSTRUCTION OES; TO THE BEST OF MY KNOWLEDGE, AND BELIEF; COMPLY WITH THE APPLICABLE ILDING CODES tJNrl- PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS TY POND RD. & HWY. 301 PHYRHILLS, PASCO CO., FLORIDA 5,4*,4 V112707 DRAWING TITLE: WAIL SECTIONS SCALE: AS NOTED 15 of 18 10-JAN-2008 12:31 xmwc P:\1200-1299\1245\1245al5.dgn WALL SECTION AT 1 DAIRY COOLER A-16J SCALE. 1/2" = 1'_0° TOP REMAIN TRANSFORME 3%` 20 GA. S %`DRYWALL 1SEAFOOD SOFFIT FRAMING DETAIL SCALE. NONE WALL SECTION AT lA PRODUCE A-16 SCALE. %2' = V-0' PROVIDE FRAMING FOR LIGHTING FIXTURE PACKAGE - SEE ELECTRICAL SEAFOOD DEPT. SECTION SCALE: 1/�" = 1'-0' .IX FOR s8 • I H.M. DOOR PRODUCE WORK ROOM SECTION SCALE. lh" = F-0° STL STUDS "T i" OC .YWOOD �YWALL I STAINLESS FLAP LATCH T R VIEW NGES DOOR KNOB m - 4c CASH ROOM PASS-THRU A-IGJ SCALE:V2"= P-0' 5 MEAT DEPT. SECTION A-16 SCALE: %2" = 1'-0" 3^ ROOF ASSEMBLY METAL STUD FRAME @ 4'-0" O/C W/ (3)Yt6' DIA,X 13/" TAP CONS INTO BLOCK WALL W/ CLIP ANGLES. T.O. SOFFIT EL: 14'-0' %' GYP BD ON 3%' STUDS, TYPICAL 3%' STUDS @ 4'-0' O.C. PASSAGE "A" SECTION & 3 SIM. PASSAGE B SECT. �11 SCALE. 1/2" = 1'-0' I - I a ROOF ASSEMBLY ROOF ASSEMBLY I I I I i METAL STUD FRAME @ 4'-0" O/C W/ 03 16' DIA. X 13/" CONTINUE GYP BOARD TAP CONS INTO BLOCK WALL TO BOTTOM OF I W/ CLIP ANGLES. JOIST GIRDER I I I T.O. SOFFIT EL: 13'-4" , I B.O. SOFFIT EL: 8' - 0' i CASE TRIM - FURN BY CASE MFGR AND INSTALLED BY THE— REFRIG CONTRACTOR CONT METAL yJ I � II \� I CLOSURE STRIPS, I TOP AND ENDS II GYP BO ON ill I 11/"'Z' FURRING W/ 117" EXTRUDED I I POLYSTYRENE m INSULATION II III - - - III I ill - - - I i r I 6 DAIRY WALL SECTION A-16 SCALE: %2' = 1'-0' %8' GYP BD ON 1V"—Z' FURRING W/ 11"EXTRUDED POLYSTYRENE I�� i INSULATION - STOP INSULATION i AT 8'-0' III III III I I III III I ill I I ' i I K-T'�DAIRY WALL SECTION �11SCALE: %2' = 1'-0" 3%` STUDS @ 4'-0' O.C. %'GYP BD ON 3�/81, STUDS, TYPICAL B.O. SOFFIT EL: 8'-0" I CASE TRIM - FURN BY CASE MFGR AND — INSTALLED BY THE REFRIG CONTRACTOR �°Jli I CONT METAL CLOSURE STRIPS, I I TOP AND ENDS IiI I s' GYP BD ON III 11/"'Z' FURRING W/ l 2"EXTRUDED POLYSTYRENE m INSULATION m iI II �Ii l - -- -_ III - -- - ---------- r I 8 DAIRY WALL SECTION �11SCALE: %Z" = 1'-0' Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6MS295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811.3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG. 1 1881 SC. REG. 7477 AL. REG.6234 TN.REG.103497 JOHN W. KITCHENS, PE CAAL/STRUCTURAL - FL. REG. A5277 GA. REG. 020231 SC.REG.16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 5 1959 GA. REG. 27740 SC.REG.21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG, A3889 GA. REG. 021246 SC.REG.16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG.54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG, 54085 GA. REG. 025636 SC.REG.19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 aC COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO RE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_, THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4,4 V112707 DRAWING TITLE: WALL SECTIONS SCALE: AS NOTED I-JAN-2008 12.31 xmwc P:\1200-1299\1245\1245al6.dgn A 16 Of 18 EL.- +11'- TOP OF 1 vvv � i.vl • ` � � �� �� rI �� Iv � �17SCALE- %2' = I'-0' I EL.- +11'- TOP OF STRUCTURAL ET S-7 DETAILS MTL STUD o D.C. 3YP BOARD I LAYER 3YP BOARD �1IIIIIIIIIIIIIIERid IETAL STUD L \ vV v 1 ivI • V-- I III III[ IIInd i Vvvl'I I L-1 is -17 ] SCALE. 1/?" = 1'-0" " PORT ROD 82 CHANNEL BLOCKING - 3/" DEEP DOWN TER BLOCKING - NTERSINK NUTS EAD, BOTH SIDES - PAINT 1P.1 MATCH CEILING CK BY DYNAM InHIC CLOSURES ROLLING GRILLE 4-A HEADER DETAILS �17SCALE. 3" = 1'-0" DOOR FRAME 6' METAL STUDS r ALUMINUM SI TDING i GRILLE ASSEMBLY I I I I I I I I I DROPBOLT ALUMINUM DUST PROOF DROP BOLT T SOCKET %"GYP BOARD DROPBOLT SOCKET HOLE - 3/4" DIA. X 2" DEEP COUNTER TOP BY G.C. ALUMINUM DUST PROOF DROP BOLT T SOCKET CONCRET SLAB 4%2"X1' WOOD TRIM BY G.C. ° e°;°' o° STUD TRACK ROLLING GRILLE COUNTER -TOP LOCK DETAILS SCALE. 3" = 1'-0' CUT AND TRIM GYP BOARD TO PROVIDE FREE AND CLEAR 3'-0' SWING OF GRILLE I'f POCKET DOOR 0 I ALUMINUM SLIDING GRILLE ASSEMBLY I I I I DROPBOLT I I ROLLING GRILLE 4-B- FLOOR LOCK DETAILS A-17 SCALE. 3" = 1'-0" TOP OF LOW 3%'METAL STUD WAI I FRR (1Rf1P-IIFF f111IVTFR qTI I OUHnU I u I'I'(UVLUG FREE AND CLEAR SWING OF GRILLE r6-- DOOR GRILLE POCKET DETAIL POCKET DOOR A-17 1 SCALE- 0/9' = l'-O' 18' - 011 v 2'-6' LP-6.1 PIONITE AV651 CELERY FIBER (COUNTERTOP LAMINATE BY G.C.) PLAM CLADING ON 2 LAYERS OF3/q' PLYWOOD �r REHAU C200173 DOESKIN LP-6.2 (4L/2'X1' WOOD TRIM TER EDGE BANDING BY G.C.) P u� b I I Ke SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5293 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33 811-33 11 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT -FL. REG.91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA REG.]1881 SC. REG.7477 Al. REG. 6234 TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG.021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN, REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA.REG.025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG- 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: PHARMACY SECTIONS AND DETAILS SCALE: AS NOTED SECTION La PHARMACY SCALE. 1/9" = 1'-0" 10-JAN-2008 12:2G xmwc P:\1200-1299\1245\1245o17.dgn PHARMACY COUNTER TOP SCALE. 1j," = 1'-0" I:. 8 COUNTER TOP SECTION A-171 SCALE- I%2" = I'-0" A17 of 18 MTL. TRIM FASTENED WITH SCREWS CONC. BLOCK WALL: BAR JOIST OR PAINT WALLS IN ENTIRE ROOM W/ NEAREST STRUCT 2 COATS OF EPDXY WHITE PA[NT VARES, 4° COOLER OR MEMBER USE PROPER SEALER ON BLOCK FREEZER 5/8' GYP. BD. CAULK SEAMLESS MMA FINISH 4" 3'-0" 14 GA. GALV. TRIM (3) *12 TEK SLCPE AT WALLS COOLER/FREEZER W/1%8"BREAK AND SCREWS 1" 2' AIR SPACE %z' BACK (4) #10 TEK CONC. CURB/SLAB W/#5 AID z s 3/e MTL. STUD + + + SCREWS + o AT 12" O.C. EA. WAY 3% MTL. STUDS GYP. BD. A It >— — SHEET MTL. SCREWS AT 16' O.C. 2 AIR SPACE j 18 GA. CLIP - — - — - — " — - — - -- — - — — - '—'—P—-—- -— ` i .032 ALUM BREAK METAL ANGLE W/1/8" BREAK 1/Z' BACK ANGLE c� APPLY BONDING AGENT WALL (BREAK MTL.ANGLE LENGTH SIZE VARIES) SHEET MTL, SCREWS AT 16' O.C. (USE LEAD SHIELDS AT BLK. WALLS COOLER WALL METAL STUD BRACING WALL CAP COOLER 1 MOP SINK/CAN WASH 2 CLOSURE DETAIL 3 TRIM AT COOLER/FREEZER 4 /FREEZER 5 TYP. CLIP DETAIL A-18 SCALE:3/'=Y-0" A-18 SCALE:11/z'=V-0' A-1g SCALE: 3"= 1'-0' A-18 SCALE: 3"= 1'-�' A-18 SCALE:3"=1'-0" 2%p'x2%2" ANGLE OF 18 GA i%z' MTL. ECK �8' DRYWALL GALV MTL FROM FLR TO+8'-O' IN BACK ROOM AREAS AND _ _ _ _ _ MTL,STUD S STL TO+6'-O'ON SALES FLR END CONDITION AND FOOD PREP AREAS Viz° COOLER WALL TOPPLATE- TOP PLATE SEALANT 2" SAME NOTES - - _ _ 5/2' FILL VOID W/DRYWALL AND JOINT COMPOUND TYPICAL AMERICAN METAL PRODUCTS COOLER/FREEZER WALL AIR GRILLE OR EQUAL COOLER PANEL 1'RADIUS CONC.CURB CCVE N N STL, STUDS COLOR = SW4051 " SIZE. 6x14 FINISHES AS MNT. BELOW EACH ELEC. MMA FLOOR °" PREP AND PRIME SCHEDULED _ PANEL MEMBRANE = D.;� WALL SURFACE DRYWALL 3/16" THK %"DRYWALL D AS REQUIRED D D D D - D D • , . , . 10x11/a°TRUSS HD, FINISHES AS SEAMLESS MMA SCREWS AT 8" O.C. SCHEDULED (S. STL OR GALV) CHAMFER WOOD FINISHES AS 14 GA. GALV. TRIM CONCRETE SLAB #4 BENT BAR EXTEND 4" ABOVE SLAB BASE TRIM BACK SO SCHEDULED W/%8" BREAK AND AT 24' 0/C CORNER TRIM WIL %z' BACK RUN FROM FLOOR UP. MTL. STUD GYP. BD. 6 TYP CORNER PROTECTOR CONCRETE CURB WALL SUPPORT DETAIL 1� WALL TO ROOF DECK 11 AIR GRILLE SECTION 12 MEAT ROOM & DELI A-18 SCALE 3°=1'-0' A-18 SCALE 3"=1'-0" A-18 SCALE: 3"=1'-0" A-lg SCALE:1%2"=1`0' A-18 SCALE: 11/2"=1'-0" " GYP. BOARD 4 6' MTL. STUD 5 3 2 7e" FURRING CHANNEL PASSAGE "A' STEEL COLUMN- 117 STEEL COLUMN- I STEEL COLUMN- I STEEL COLUMN- I SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL "MTL. STUD MTL. CORNER GYP. BOARD MTL. CORNER BEAD - TYP. I %' GYP. BOARD BEAD -TYP. I 14 %' GYP. BOARD 1 35/g" MTL. STUD OPENING SEE DETAIL WD.BLOCKING D/A-2 %8°FURRING CHANNEL %8 FURRING CHANNEL- - — - — - — - - — - — - — - — -�— - — - — - — - — - — - — - — - — - — - 5 - — - — - — - - — - - — -�— - - — - — - — - — - — - — - — - — �' GYP. BOARD - — - — — - — - — - — - — - - — -I— - - — - — — - — - — - — — - — O 6' MTL. STUDS 1/z' PLYWOOD %z' PLYWOOD G' MTL. STUD FREEZER/COOLER WALL PANEL O O 5/' GYP. BOARD ! 12' CMU 12' CMU 12' CMU � 12' CMU i PASSAGE "B' i I CONCRETE COLUMN 124 i i SEE STRUCTURAL TRIM METAL SEE DETAIL 19/A-18 25 3%" MTL.. STUD 6'-0%' D. BLOCKING OPENING SEE DETAIL NOTE: DO NOT FRAME D/A-2 TRAFFIC DOORS UNTIL AFTER CASE INSTALLATION. PROVIDE AT LEAST 7B"OPENING. 14 DURAS DOOR DETAILS 15 DETAIL 16 DETAIL 1TDETAIL 18 DETAIL A-18 SCALE:3/"=1'-0` A-18 SCALE:1V2"=1'-0' A-18 SCALE:(%2"=l'-0° A-18 SCALE:11/2"=1"-0" A-1$ SCALE:1%z"=1`-0" " GYP. BOARD FURRING CHANNEL FURRING CHANNELS MTL. CORNER Lo BEAD 77 16 GA. ALUM. TRIM METAL 16 GA. ALUM. TRIM METAL STEEL COLUMN- SEE STRUCTURAL V12" SEE PLANS FOR , WALL TYPE r STEEL COLUMN - G" STUDS, 16" O.C. SEE STRUCTURAL � 6" MTL. STUD _ _____--- _________ "GYPSUM BOARD WINDOW FREEZER/COOLER CMU I i ASSEMBLY TRACK TRACK CAULK BEHIND NOTE: WHERE WALL W/ SILICONE SEALANT 1CONSTRUCTION 3"+ BEFORE INSTALLING (INDICATED BY 3'-101/" (DASHED LINES (OCCURS, DO NOT 4'-0" = (RUN DRYWALL GYP. BOARD (FLUSH TO COOLER r r, (WALL MTL.STUD I FREEZER/COOLER T----------------I-------- - - - - -- COOLER OR FREEZER WALL DOOR I I 14 GA.WALL ARMOR _ _ _ _ _ _ 1_ _ _ _ _ _ _ _ _ J-BEAD I I COHERED TO - - - - - - -�- - - -- FURRING CHANNELS COOLER/ FREEZER STAIN. STL. FIELD INSTALLED CORNERS. TURN TRIM MTL. or I ARMOR PLATE I CORNER MIN OF 12' 16 GA. ALUM, TRIM METAL I I NEXT ARMOR PLATE TO BUTT END AND SEALANT -I ADHERED TO COOLER COOLER/FREEZER WALLS $" GYPSUM BOARD I ARMORED PLATE = ! _ _ _ _ _ _ _ _ I 1 STUD TO FREEZER/COOLER FLOOR AT I.,''I 2'-0' OC TRACK 1�.1• � i CAULK UNDER BEFORE INSTALLIN COOLER WALL ARMOR ELEVATION 22 COOLER WALL ARMOR SCALE: %2"=1'-0" A-18 SCALEe 3'=1'-0' I DETAIL 19 DETAIL 2� 21 VESTIBULE COLUMN DETAIL A-18 SCALE: 1%2"=1'-0" A-18 - SCALE:3"-1`-0" A-18 SCALE- lV2"=1'-0" Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS; 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811.3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT -FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.I 1861 SC. REG. 7477 Al. REG. 623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG. 16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC.REG.21754 Al. REG. 24905 TN. REG, 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG.5AO85 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION- THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES N 08 y PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: SECTIONS AND DETAILS SCALE: AS NOTED A m 18 of 18 - 10-JAN-2008 12:26 xmwc P:\1200-1299\1245\1245a18.dgn TYPICAL 1 TOILET STALL PLANS ADA-1 SCALE:1"=1'-O" (stdADA12) 10, OUTLET TYPICAL (NON—ADA COMPLIANT) FIXTURE MOUNTING. HEIGHTS SCALE=[' = 1'-0" (5tdADA11) CONT BEAD OF SEALANT ANGLE BRACKETS,AT ENDS - MR1 L 11/2' x 11/2' x Ts ", AS SHOWN. WELD ALL JOINTS, GRIND SMOOTH, DRILL FOR ALL REQUIRED FASTENERS AND BOTTOM OF REFLECTING SURFACE PAINT (BLACK ENAMEL), BOLT TO WALL (2xl2) W/ THREE _ ST. STL. LAG BOLTS CONCEAL ANGLE ABOVE BOTTOM OF APRON - - Q0 VERTICAL FRT WD 2x BLOCKING AT METAL STUDS, AS REQUIRED i 8" ol 2 x 12 FRT. WD. BLOCKING M BETWEEN METAL STUDS, AT ALL, BRACKET LOCATIONS. ALIGN ' FACE OF 2 x 12 WITH FACE OF z STUDS M i N SEE PLANS AND FINISH SCHEDULE FOR ADDITION WALL CONSTRUCTION AND FINISH INFORMATION NOTE: INSULATE THE HOT WATER SUPPLY AND DRAIN LINES AT ALL LAVATORIES w/ FOAM RUBBER INSULATION. ADA COMPLIANT ri-oVANITY SECTION �A-NO SCALE (stdADA09) PTD ( ` PTD` I I I sb ; I 1 OPTIONAL LOCATION I I ALIGN i cq ¢ ¢ z INSULATEIALL EXPOSED Z x �' PIPES ATILAVATORIES z Q I, j ¢� ¢ W/ FOAM ,RUBBER w ¢ O� .a.--� CD ¢ Q INSULATION TYP. OQ _j U o ¢ LON .. Co— E— W N O a O� �c, N CD CD N (V N ¢ FLOOR CONDITION WITH MIRROR - SIMILAR TO DETAIL THIS SHEET ADA COMPLIANT TYP. HANDSINK W/O MIRROR SCALEa" = 1'-0" (stdADA04) 22" x 25' INTEGRAL CORIAN SINKTOP AND BASIN -18 HI /Low E.W.C. ARRANGEMENT. SINGLE E.W.C. MAY BE INSTALLED V-6V2' -19 AT STANDARD OR LOW HEIGHT, ORIFICE APRON CONTINUOUS AROUND ALL SIDES ORIFICE In r� Q ¢ 814 LP o P-18 N Ong MAINTAIN ALL PIPES Lnco WITHIN MINIMUM . oN REQUIRED LAVATORY CLEARANCE OUTLINES 6 AS PER ADA FIG.31. , m Q ¢ 3 �wmm • Bills me m SCALE: 1" = 1'-0" (stdADA08) J i I I TOILET ! / PARTITION ASSEMBLY 2" 2' I PTD SD I 0 M�21 I o ¢ CD � x a 0_ Q z `1) PT4 I- � o � LL ¢ LL N � I 4 INSULATE ALL EXPOSED `PIPES AT ILAVATORIES w �- _ lix N TW/ FOAM ,RUBBER z : 1 v. ¢ NINSULATION TYP. Q a`'' d o M m ¢ w o C3 Q J Q Q FL UJ cn a CL 0 z d x � LAVATORY AND = MIRROR CD zt FLOOR ¢ I ¢ ¢ c) aCD I ( i ADA COMPLIANT rT�FIXTURE MOUNTING HEIGHTS SCALE:1"= 1'-0" C D m 0 0 u z Ln O J L1. 0 F � x I v ¢ P-3 � o X >Z ¢ E 1'-2" MIN. __j (GEORGIA 3 REQUIREMENT) FLOOR a s PROVIDE 30'x 48"CLEAR FLOOR SPACE ADA COMPLIANT 6 URINAL HEIGHT ADA-1 SCALE 1" = 1'-0' (stdADA05) 1 HI/LO -18 UNIT SINGLE UNIT I I I I I � I � I I I I I i I � I � 1 30' x 48" IADA CLEAR I -(MINIMUM) ------ - - - - -- -I (stdADA02) FLOOR WOOD BLOCKING AS TTD REO'D TYP. AT ALL GRAB BAR LOCATIONS. BOTH GRAB BARS TO BE AT SAME HEIGHT, s° R36 I R42 z 2 � Q Co =[V a - m �— - - - FVA VALVE i _ 3 N X x = - N ¢ ,. -' ^ z LIJ: -N q., ¢ i ¢ Q o0 Q ¢ Qe�; BACK BLOCKING REQUIRED - SEE DETAIL 13 ON THIS SHEET / � I BCS I U) I I Wd J CD- W CD L- --------.- I J. Z X CD - (o Jm _j�r Z CD wo¢ PROVIDE ADDITIONAL STRAP AS AN OPENING MECHANISM FOR A CLOSED FIST OR FLAIL Q o HAND OPERATION. 2: ~ 3 CO O ADA COMPLIANT BABY CHANGING STATION HEIGHT SCALE-.1' = 1'-0" (stdADA06) (stdADAlegend) ADA COMPLIANT 12 E.W.C. PLAN ADA-1 SCALE: 1' = 1'-0' (stdADA15) 4'-G' MIN. ;Al =N~ .-. ¢ 3 L , 2:1— - m O p ~ ---- I — - ¢ 00 Q Q WJC. 10" OUTLET ADA COMPLIANT 12�FIXTURE MOUNTING HEIGHTS SCALE: 1" = 1'-0' MR1 ¢ P-4 in 'I --- ¢ m as 2: - „ cn 1 (n ! N INSULATE ALL EXPOSED > N 11 o PIPES AT LAVATORIES - i W W/ FOAM RUBBER U Li w i a o INSULATION TYP. x Lt_ i cn Q - 0- ui OPTIONAL COVER ox w X v z rl 6' 8' MIN. ol cn MIN. ¢ MAX. Q TOE CLR. KNEE CLR. N a 17' MIN. ADA COMPLIANT LAVATORY SECTION ADA-1 SCALE 1' = 1'-0" (5tdADA14) NOTE: AT OTHER AREAS PROVIDE AND INSTALL Y8'FRT PLYWOOD OR 20 GAUGE STEEL PLATE WELDED TO STUDS MIN. 12"IN HEIGHT BY LENGTH AS REQUIRED. COORDINATE LOCATIONS AND MOUNTING HEIGHTS AS PER DIMENSIONS ON THIS SHEET. FRT PLYWOOD BACKING, SET AT STUD FACE,BOTTOM AT 30"AFF, TOILET ROOM WALL - SEE PLAN FOR AND TOP AS REQUIRED FOR BABY TYPE AND CONSTRUCTION NOTES CHANGING STATION. 2x FRT WD. BLOCKING ATTACHED TO METAL STUDS, AS REQUIRED BCS BABY CHANGING STATION BLOCKING LENGTH AS REQUIRED TYPICAL BLOCKING — PLAN DETAIL (s tdADA03) LOCATE HOOK ON TOILET PARTITION OR WALL. LOCATION OF HOOK MUST NOT CAUSE OBSTRUCTION OR HAZARD TO USERS. TOILET PARTITION ASSEMBLY IF; F- z w Ln z FLOOR ADA COMPLIANT rq-- COAT HOOK HEIGHT ADA-1 NO SCALE (stdADA07) TOILET ACCESSORY LEGEND: (stdADAlegend) RCS BABY CHANGING STATION - CH COAT HOOK - B-233 CLOTHES HOOK.(BOBRICK) FVA FLUSH VALVE ASSEMBLY - SEE MECHANICAL SPECIFICATIONS MR1 MIRROR - 16' x 36' w/ S.S. FRAME,- SEE ARCHITECTURAL SPECIFICATIONS MIRROR - 18"x 42'MOUNT ON INSIDE OF RESTROOM MR2 E) DOOR OR WHERE INDICATED ON THE PLAN, SEE ARCHITECTURAL SPECIFICATIONS P-1 WATER CLOSET - SEE PLUMBING SCHEDULE P-2 WATER CLOSET - ADA COMPLIANT, SEE PLUMBING SCHEDULE P-3 URINAL - ADA COMPLIANT,SEE PLUMBING SCHEDULE P-4 LAVATORY - CORIAN MODEL 810 W/ INTEGRATED SINKTOP, GLACIER Wl I P-5 LAVATORY IN ADA COMPLIANT VANITY,SEE PLUMBING SCHEDULE -1 WATER HI/LO COOLER - ADA COMPLIANT, SEE PLUMBING SCHEDULE -1 WATER SINGLE COOLER - ADA COMPLIANT,SEE PLUMBING SCHEDULE PTO PAPER TOWEL DISPENSER - KIMBERLY CLARK MODEL 09302 R36 GRAB BAR - 36'S.S„ SEE ARCHITECTURAL SPECIFICATIONS NOTE: R42 GRAB BAR - 42' S.S., SEE ARCHITECTURAL SPECIFICATIONS DIMENSIONS INDICATED WITHIN PARENTHESES ARE FOR SCD SEAT COVER DISPENSER - KIMBERLY CLARK MODEL 09526 INFORMATION USE ONLY.IT PROVIDES ADA REQUIREMENTS AND A RANGE ALLOWED BY CONSENT DECREE FOR . SO POST-ADAAG ALLOWANCES WHICH ARE ONLY TO BE USED SOAP DISPENSER - KIMBERLY CLARK MODEL 91011 FOR EXISTING FACILITIES. SANITARY NAPKIN RECEPTACLE - RUBBERMAID MODEL 6140-00, ALL NEW CONSTRUCTION ARE TO BE INSTALLED TO THE SNR IN WOMEN'S OR UNISEX RESTROOMS ONLY. DIMENSIONS THAT ARE NOT IN PARENTHESES. SOME OF THESE DIMENSIONS HAVE TOLERANCES BUILT INTO THEM THAT ARE TTD TOILET TISSUE DISPENSER - KIMBERLY CLARK MODEL 09566 MORE STRINGENT THAN WHAT IS REQUIRED BY ADA. THESE TOLERANCES HAVE BEEN ADOPTED BY PUBLIX FOR TR TRASH RECEPTACLE (RUBBERMAID- PRODUCT N0.2673 BETTER CUSTOMER CONVENIENCE AND TO ALLOW FOR SLIM JIM TOP )- PUBLIX CONSTRUCTION TOLERANCES. ELECTRIC HAND DRYER - ASI MODEL 0160 STD. WHITE EHD (ALTERNATE FOR REMODELS ONLY) NEW VERSION NO. DENOTES ITEMS THAT WILL BE FURNISHED AND INSTALLED BY PUBLIX NO SCALE (stdADAIO) VERSION NO. 092603 (Sept. 26, 2003) PLEASE REPLACE PREVIOUS VERSION 080703 P u b ll'o xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 3381 1-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA REG.]1881 SC. REG. 7477 AL. REG, 623A TN. REG. 103A97 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA REG. 020251 SC. REG. 16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA, REG. 277,40 SC. REG.21754 Al. REG. 2A905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG.021246 SC. REG. 16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL. REG. 54085 GA. REG. 025636 SC. REG. 197A3 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA REG.31492 SC. REG.25290 AL. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: rE #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54*4 V112707 DRAWING TITLE: ADA COMPLIANT - STANDARD DETAILS SCALE: AS NOTED ADA 1 JAN-2008 12.26 xm c P:\1200-1299\1245\1245eda01.dgn of 2 6' U.N.Q. GRAPHIC TYPICAL COPY OR o DESCRIPTION :3 TYPICAL ao BRAILLE TYPICAL MEN MEN F CODE # GR0462 CODE # GR0463 EXIT _,_, f FLI F CODE # GR0696 • WOMEN 1-cl CODE # GR0464 • WOMEN FD] CODE # GR0465 V-3' Assistance is available upon request, �Pub& FAMILY RESTROOM a CODE # GROG90 SIGN TO BE MOUNTED @ 80" MINIMUM A.F.F. WHEN POSSIBLE. SIGN MUST BE MOUNTED AT A VISIBLY PROMINENT LOCATION. F ADA COMPLIANT - STANDARD SIGNAGE NO SCALE 3'-4" M.O. PRESTO SIGN o I I o ®� 0 e I w I 0 o: V o I O o i f I w X Q I I � FOR EXACT LOCATION OF ATM MACHINE, SEE EXTERIOR ELEVATIONS. h C� 10-JAN-2008 11:29 xmwc P:\1200-1299\1245\1245ada02.d9n on 'e q :nnw •1 I i C •' C �' i • ••1 i ILn]I= (stdADA0D 12" CMU CONC. LINTEL TO EXTEND 8' TO EITHER SIDE OF OPENING, FRT 2x4 WO.FRAMING NOTE: DO NOT INSTALL WRITING SHELF IN FRONT OF ATM C.I.P. CONC, SILL W/ (2)"5 BARS ADJUSTABLE PLYNTH. TYPE 1 ADJUST AS REQUIRED TO ESTABLISH CRITICAL REACH DIMENSION INDICATED ADA COMPLIANT 2 ATM DETAILS ADA-2 SCALE:�2"=1'-�" (stdADA16) 1/4" ALUM. PANEL 10" W. X LENGTH VARIES) TO SPAN B/W VERTICAL MULLIONS. EDGES TO BE ROUNDED. ATTACH W/i/4" DIA. TEK SCREW RECESSED. DQn1/TnC MTNI nmF: PQQ rn QNlr:Q TYP G ISOMETRIC VIEW ATM WRITING SHELF SCALE: 11/?"=1'-0" (stdADA16) STAIRWAY F CODE # GROG95 Powered Shopping Carts Pubb RESTROOM AT CHECKOUT a CODE # GROG91 SIGN SPECIFICATION: SIGN NOTES: SIGNS SUPPLIED AND INSTALLED BY PUBLIX. I. SEE PLANS FOR SIGN LOCATIONS AND QUANTITIES. NOTE NOT PANEL: %8'THK. ACRYLIC PANEL, BACKGROUND THAT NOT ALL SIGNS MAY BE REQUIRED ON ALL PROJECTS. COLOR TO BE BRIGHT BLUE. SIZE AND LAYOUT AS DETAILED HEREON. 2. TYPICAL, UNLESS NOTED OTHERWISE, MOUNTING HEIGHT A N COPY: 3/" WHITE, RAISED (NOT LESS THAN �2"), ADA COMPLIANT SHALL BE 5`-0' A.F.F. TO THE CENTERLINE OF THE SIGN. SEE LETTERING, PERMANENTLY MOUNTED TO FACE PANEL. MOUNTING ILLUSTRATION THIS SHEET FOR ADDITIONAL RESTROOM RESTROOM INFORMATION. EXIT GRAPHICS: WHITE, RAISED (NOT LESS THAN AZ'), ADA COMPLIANT, AT REAR UNIVERSAL SYMBOLS, PERMANENTLY MOUNTED TO FACE PANEL. 3.INSURE THAT SIGNS WITH DIRECTIONAL ARROWS ARE OF STORE FURNISHED AND INSTALLED WITH THE ARROWS POINTING _ BRAILLE: IMBED, GRADE 2, WITH A DOT TOWARDS THE ACCESSIBLE AREA. DIAMETER OF 0.059 INCHES, IN BACKGROUND FACE PANEL. 4.NOTE THAT THE "BRAILLE TEXT" SHOWN ON THE ABOVE LAYOUTS MOUNTING: SECURE SIGN TO WALL w/ VERY HIGH BOND, DOUBLE SIDED TAPE, IS FOR ILLUSTRATIVE PURPOSES ONLY. THE APPROPRIATE BRAILLE TEXT SHALL BE USED ON ALL ACTUAL SIGNS. HI -1 P a 5.WHEN INDICATING NON -ACCESSIBLE RESTROOM, PROVIDE SIGN B AND D WITH ADDITIONAL SIGN CODE # GROG92 CODE # GROG97 CODE # GROG93 (Arrow pointing Right) INDICATING LOCATION OF ACCESSIBLE RESTROOM, CODE # GR0694 (Arrow pointing Left) "FOR REMODEL ONLY.' ARROW TO POINT IN G. ALL THE ADA SIGNS NOTED WILL BE SUPPLIED AND INSTALLED BY PUBLIX. DIRECTION OF ACCESSIBLE THE CODE NUMBERS FURNISHED ARE FOR CONSTRUCTION ASSOCIATES TOILET- REMODELS ONLY IN ORDER FROM PRINTING SERVICES. THE OTHERS ARE INVENTORIED IN FACILITY SERVICES AND INSTALLED BY THEIR TEAMS. SIGNAGE LAYOUT FOR 'ROOM' SIGNS - SEE LIFE SAFETY / EGRESS PLANS FOR TEXT AND SIGN LOCATIONS NINE DIGITS OF TEXT / SPACES PER LINE, MAXIMUM ROOM NAME BRAILLE' TO OOM NAMEROOM NAME MATCH TEXT , TYPICAL so SINGLE LINE SIGN DOUBLE LINE SIGN i� SIGN TO BE MOUNTED ON WALL AT 72" - 80" TO THE BOTTOM OF SIGN ABOVE SHOPPING CARTS WHEN POSSIBLE MUST BE MOUNTED AT A VISIBLY PROMINENT LOCATION. FP 101 3'-4" M.O. 3'-4" M.O. 12' CMU CONC. LINTEL PRESTO SIGN PRESTO SIGN TO EXTEND 8' MIN. TO EITHER SICE OF OPENING. FRT 2x4 WD. FRAMING 10 GA. S. STL. PLATE W/ S. STL. SCREWS V - - - -�- - - - -P PROVIDED BY PUBLIX o I CONT.CAULK AROUND i , STL. PLATE m e I c� s� Q ° L® b 12"MAX. LU `C NOTE: Q DO NOT INSTALL cr WRITING SHELF IN V o I c FRONT OF TM CD = I C.I.P. CONC. SILL W/ 0-5 BARS w x N I I Q � I I I I FOR EXACT LOCATION OF ADJUSTABLE PLYNTH, ATM MACHINE, SEE TYPE 2 35/a 2' ADJUST AS REQUIRED EXTERIOR ELEVATIONS. TO ESTABLISH CRITICAL REACH DIMENSION INDICATED PROVIDE & INSTALL ALUM. MULLION TO SPAN B/W EXISTING VERTICAL MULLIONS AS REQUIRED Tn CI nee CAD AT TnD TVD SHURESAFE SHELF MOD{ BY PUBLIX 16' 30, 9k 32" A.F.F. PLAN VIEW 9k27" A.F.F. MAX. NOTE: DETAILS AF STOREFRONT O ONLY. ELEVATION VIEW EXIST, GLASS, TYP. EXIST. HORIZONTAL MULLION. PROVIDE SHURESAFE MULLION SHELF MOD TO FILL GAP BY PUBLIX IF REQUIRED. EXIST. VERTICAL Ak 32' A.F.F. MULLION. 27" A.F.F. 1/" ALUM. PANEL 10" W. X LENGTH VARIES) TO SPAN B/W VERTICAL MULLIONS. EDGES TO BE ROUNDED. NOTE: ATTACH W/l/"DIA. TEK FOR LOCAT SCREW RECESSED. SEE FLOOR PROVIDE MIN. ONE PER CORNER, TYP. STOREFRONT SECTIONS 9" IF SPACE IS AVAILABLE SIGN - SET TO LATCH SIDE OF DOOR (IF DOOR) i 2-NIN. FROM FRAME IF FRAME ff II 4' MIN. FROM\ OPENING IF NO FRAME\, Li 21 N i CO � Ln , o ¢ , o m¢ , , :O 00 FLOOR MOUNTING ILLUSTRATION 12" CMU CONC. LINTEL TO EXTEND 8" MIN> TO EITHER SIDE OF OPENING. FRT 2x4 FRAMING 10 GA, S. STL. PLATE W/ S. STL. SCREWS PROVIDED BY PUBLIX 2: 1-- CONT.CAULK AROUND .STL,PLATE o i 0 Ljj w 0 e 1. b 15° MAX. NOTE: o DO NOT INSTALL � I WRITING SHELF IN FRONT OF ATM o i � D__ I I I C.I.P. CONC. SILL I W/ (2)#5 BARS w — — — — _--- X CV i I Q _7I I co FOR EXACT LOCATION OF 8' ADJUSTABLE PLYNTH. ATM MACHINE, SEE TYPE 3 ADJUST AS REQUIRED EXTERIOR ELEVATIONS, TO ESTABLISH CRITICAL REACH DIMENSION INDICATED EXTERIOR FINISH ON CMU MIN.Ya" ANCHOR BOLTS ADJUST TO LEVEL AS REQUIRED, TYP. MASONRY 12' CMU -� FILL SPACES AROUND CONC. LINTEL ATM W/BRAKE METAL TO EXTEND 8' AS REQUIRED (TYP) TO EITHER SIDE OF OPENING. PRESTO SIGN +6-ga MIN. ALUM. & GLASS STOREFRONT r - CLEAR ANOD, 'GLASWELD" PANEL AT ATM MACHINES. VERIFY W/ PUBLIX REP, REGARDING LOCATION & NUMBER OF ATM MACHINES TO BE INSTALLED. REPLACE ANY OMITTED ATM AREAS 0 W/ GLASS. HOLE IN PANEL FOR ATM 7" MAX. 3 0 1® WILL BE CUT ONSITE BY ATM LU 0 ® INSTALLER AS PER REOUIRED Ij = Q DIMENSIONS. Cn w a= CD CD Q I NOTE: w C I DO NOT INSTALL x CDWRITING w I— SHELF IN FRONT OF ATM El El -7: w CDCD i I Q LL cr I '--------� C7 —J Q 4" CONC. WALK - z IEl LL I FOR EXACT LOCATION OF ADJUSTABLE PLYNTH. —/ ATM MACHINE, SEE EXTERIOR TYPE 4 ADJUST AS REQUIRED ELEVATION. TO ESTABLISH CRITICAL REACH DIMENSION INDICATED F� NOTES: PROVIDE TOO SIGNAGE PROVIDE VOLUME CONTROL CORD TO BE 29" MIN. LENGTH, PROVIDE BLUE GROMMET PROVIDE 36'x 60"CLEAR FLOOR SPACE FOR FRONT APPROACH COORDINATE ELECTRICAL REQUIREMENTS FOR TOO UNIT ADA COMPLIANT CLEARANCES FOR TELEPHONES SCALE.1' = l'-O' (stdADA13) i C.I.P. CONC. SILL W/ 2#5 BARS TOILET ACCESSORY LEGEND: (stdADAlegend) BCS BABY CHANGING STATION - CH COAT HOOK - B-233 CLOTHES HOOK.(BOBRICK) FVA FLUSH VALVE ASSEMBLY - SEE MECHANICAL SPECIFICATIONS MRl MIRROR - 16' x 3G' w/ S.S. FRAME,- SEE ARCHITECTURAL SPECIFICATIONS MIRROR - 18" x 42' MOUNT ON INSIDE OF RESTROOM MR2 DOOR OR WHERE INDICATED ON THE PLAN, SEE ARCHITECTURAL SPECIFICATIONS P-1 WATER CLOSET - SEE PLUMBING SCHEDULE P-2 WATER CLOSET - ADA COMPLIANT,SEE PLUMBING SCHEDULE P-3 URINAL - ADA COMPLIANT,SEE PLUMBING SCHEDULE P-4 LAVATORY - CORIAN MODEL 810 W/ INTEGRATED SINKTOP, GLACIER P-5 LAVATORY - IN ADA COMPLIANT VANITY, SEE PLUMBING SCHEDULE -18 WATER HI/LO COOLER - ADA COMPLIANT,SEE PLUMBING SCHEDULE -19 WATER SINGLE COOLER - ADA COMPLIANT,SEE PLUMBING SCHEDULE PTO PAPER TOWEL DISPENSER - KIMBERLY CLARK MODEL 09302 R36 GRAB BAR - 36' S.S„ SEE ARCHITECTURAL SPECIFICATIONS NOTE: R42 GRAB BAR - 42' S.S., SEE ARCHITECTURAL SPECIFICATIONS DIMENSIONS INDICATED WITHIN PARENTHESES ARE FOR SCD SEAT COVER DISPENSER - KIMBERLY CLARK MODEL 09526 INFORMATION USE ONLY.IT PROVIDES ADA REQUIREMENTS AND A RANGE ALLOWED BY CONSENT DECREE FOR SD POST-ADAAG ALLOWANCES WHICH ARE ONLY TO BE USED SOAP DISPENSER - KIMBERLY CLARK MODEL 91011 FOR EXISTING FACILITIES. SANITARY NAPKIN RECEPTACLE - RUBBERMAID MODEL 6140-00; ALL NEW CONSTRUCTION ARE TO BE INSTALLED TO THE SNR IN WOMEN'S OR UNISEX RESTROOMS ONLY. DIMENSIONS THAT ARE NOT IN PARENTHESES. SOME OF THESE DIMENSIONS HAVE TOLERANCES BUILT INTO THEM THAT ARE 8TOILET TISSUE DISPENSER - KIMBERLY CLARK MODEL 09566 MORE STRINGENT THAN WHAT IS REQUIRED BY ADA, THESE TOLERANCES HAVE BEEN ADOPTED BY PUBLIX FOR TRASH RECEPTACLE (RUBBERMAID- PRODUCT NO.2673 BETTER CUSTOMER CONVENIENCE AND TO ALLOW FOR TR SLIM JIM TOP )- PUBLIX CONSTRUCTION TOLERANCES. ELECTRIC HAND DRYER - ASI MODEL 0160 STD. WHITE EHD (ALTERNATE FOR REMODELS ONLY) NEW VERSION N0. DENOTES ITEMS THAT WILL BE FURNISHED AND INSTALLED BY PUBLIX VERSION NO.092603 (Sept. 26, 2003) PLEASE REPLACE PREVIOUS VERSION 080703 u b 1'1* SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT- FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.] 1881 SC. REG. 7477 AL. REG, 623A TN.REG.103497 JOHN W. KITCHENS, PE CIML/STRUCTURAL- FL. REG. 45277 GA. REG. 020251 SC. REG.163AO AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG.16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG.19743 AL M. 23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL REG. 59422 GA. REG. 31492 SC. REG.25290 AL REG.28079 �C COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; -COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5404 V112707 DRAWING TITLE: ADA COMPLIANT - STANDARD DETAILS SCALE: AS NOTED of—2 GALV. EQPT. SUPPORT PIPE SEALANT: SLOPED S-S. FLASHING TO SHED WATER RECEIVER HIGH -DOMED, CAPPED BACKER ROD GASKETED S.S. FASTENERS ABACKER (12'' O.C.; MINIMUM TWO FOAM ROD (SLOPE SEALANT TO PLY SHEET EALANT SLOPED S.S. DRAWBAND BUTYL TAPE FASTENERS PER SIDE) SHED WATER) 0 SHED WATER ' ry WOOD NAILER = —REMOVABLE S.S. NEOPRENE TAPE UNIT MOUNTING COUNTERFLASHING z SCUPPER -ALL (BETWEEN CURB SEAMS WELDED PIPE & HOOD) EXTENSION OF FIELD PLIES SEALANT W/ FOAM SEALANT ABOVE HEAD OF CANT (NOT MODIFIED BACKER ROD (SLOPE PLY SHEET cv SHOWN FOR CLARITY) BITUMEN SEALANT TO SHED WATER) S.S. HOOD ROOFING OVER - - FIBER CANT MIN 4" RIGID INSUL. EXTENDED BASE MO BIT. STRIPPING 2 PIECE S.S. FLASHING, ASSEMBLY FLASHING INTO PLI S- SEE 13/RD-2 JOINTS SOLDERED 1�/2'' X18 GA_ GALV_ MTL. SCUPPER SET IN STAIN. STEEL SCUPPER FO STRIP -IN DETAIL W/ 4" FLANGE STRAP, TO CURB & STL. ANGLES @18"O.C. MIN EXTENDED BASE FLASHING INTO FULL BED OF MATRIX 201 ALL SEAMS SOLDERED IGID INSUL. 2 PER SIDE. MULTIPLE -PLY MEMBRANE SCUPPER SET IN zo MODIFIED BITUMEN 00 SSEMBLY STL. PLATE -- BASE FLASHING (8" MIN. HT.) FULL BED OF ROOF F.T. WOOD BLOCKING ROOF OVER RIGID WELDED TO PIPE CEMENT PER F.M. 1'-4 INSUL. ASSEMBLY SUPPORT & TO TOP OF EXIST_ BAR JOIST RIGID INSULATION ASSEMBLY S SCREWS ROOF DECK MTL. DECK NOTES: N CMU WALL 1. THE CURBS, TOP WOOD NAILER, AND & EIFS WIDTHS VARIES SEAL STRIP ARE TO BE SUPPLIED EXIST STEEL BY THE CURB MANUFACTURER. ANGLE 2. ATTACH NAILER TO DECK WITH EXIST. MTL. DECK SUITABLE FASTENERS. Ile DD 2 ANGLE SCUPPER TO RACES WELDED TO TOP & 3_ WHEN POSSIBLE, THE MECHANICAL LEADER TRANSITION OT. CHORD OF JOIST UNITS SHOULD BOT BE SET UNTIL MTL. DECK THE ROOF MEMBRANE AND FLASHING C.B. WALL HAVE BEEN INSTALLED. & EIFS WIDTH VARIES STAIN. STEEL 15 NOT USED ri2` TYP, EQUIP. SUPPORT DETAIL 9 EQUIP. CURB AT EXIST. OPENING 6 OVERFLOW SCUPPER 3 TYPICAL SCUPPER DETAIL RDl SCALE:NONE RDl SCALE-Y=V-0" RDl SCALE:3"=l'-0" �DlSCALE.3"=Y-O" RDl SCALE- 1%Z'=F-0" TYPRFGOO.DGN TYPRFG02.DGN TYPRFG03.DGN TYPRFGI9.DGN TYPRFG05.DGN TOP OF PARAPET ♦♦ I PAINT ALL EXPOSED (INT. AND EXT.) AREAS OF �♦ / WIDTH VARIES PVC PIPE W/2 COATS OF SEALANT 15'' MAXIMUM 045 EPDM MEMBRANE LATEX PAINT. USE STAIN. STEEL HOSE ♦♦ V-4' SHER_ WILL. DTM PRIMER. CLAMP ♦♦ j 12 S.S. PARAPET CAP W/ MIN. ♦ `♦♦ I OF / 4" BACKING PLATE AT JOINTS 1 ADJUST. FLASHING 30"X30" S. STL. DRAIN / DRAIN RIGID CONDUIT OTY & 2�_g. BOOT W/ PRE -FLASHED FLASHING. SET IN MATRIX ♦ STRAINER � F.T. NAILERS: ATT. TO SIZES VARY COORDINATE ALUM. COLLAR ROOF CEMENT_ PRIME ♦� CONC. T-B_ @ 48'' O.C. WITH ELECTRICAL CONTRACTOR TOP BEFORE STRIPPING. ♦♦ r W//2" 0 A-36 THRD. ROD, & PUBLIX REP. ♦♦ D W/ vaRLEs MOD. BITUMEN ROOF NIILED EMBEDDMENP04Y VflRIE 5 18 GA. STAINLESS cO W/ 2 PLIES: 30" X 30" MULTIPLE -PLY ♦ VARIE S STEEL BASE MAKE CD STRIPPING MODIFIED BITUMEN �/ _ CL I 1 FROM TWO PCS. ROOF LINE - STRIPPING PLIES ♦ ♦ / /1:4" N> S.S- SCREWS W/NEOPRENE 1-`v BE v - — — — — — — — — — — — — — ------------ — EXTEND UNDER SLOP I E WASHERS @ 6 O.C. - HOR. SLOTTED WATERTIGHT m CLAMPING RING I I I I I HOLES IN FLASHING LEG HAT SECTION" GALV. 5' --- - -- 24 GA. S.S. COLLECTOR BOXTO Y16"O HOLES CON(@BLK! @ 8" 0 C. o RIGID INSUL ASSEMBLY / ♦ ♦ 1" ALUM_ SIDING: ATT. TO FURRING )))) 1)) ♦ ♦ @ 8" O.C. HORIZ. & 24" O.C. VERT. )))) tllll'`���l�lllllll 7. ))) 1j))JI)llllll<lt�t�tl i W/. S.S.SCREWS (COVER W/ c e Li ♦ ♦♦ SEALANT) v99IFs c N / `♦♦ CONC. UNIT MAS. WALL c MT !DECK ♦ x SEE 13/RD-2 FOR / ♦ STRIP -IN DETAIL �pRIES 3'-2" 40 / RURFNDRAIN LCONT. DECK CLAMP S.S. CLIP N ♦ ATT. TO NAILERS SCREWS DOWNSPOUT STRAP ♦♦ DETAILS ARE SIMILAR FOR ALL PARAPET STAIN. STL DOWNSPOUT FOR SIZE SEE ROOF PLAIN/ ♦♦♦ CONDITIONS. WHERE EXTERIOR FINISH IS NOT TYPICAL PARAPET CAP PRESENT REPOSITION NAILERS AS REQUIRED. / ♦ SCALE 3"=1'-O" / ♦ SPACING OF FASTENERS MAY BE INCREASED i ♦♦ WHERE WIND CLASSIFICATION ALLOWS. ♦♦ i ♦♦ i ♦♦ i ♦♦ i ♦♦ i ♦♦♦ 14 SCUPPER AND OVERFLOW SCUPPER 11 TYPICAL ROOF PENETRATION DETAIL/TYP. ROOF DRAIN 5 TYPICAL PARAPET CAPr2---�ELECTRICAL PITCH PAN RD1 scALF:3°=1'-0' RD1 SCALE.3"=l'-O' RDl SCALE:3'=l'-0' �DlSCALE:3"=1'-0' RDl SCALE:NONE TYPRFG3I.DGN TYPRFG07.DGN TYPRFG08.DGN TYPRFG09.DGN TYPRFGIO.DGN ♦♦ ♦ I I 20 GA. HAT CHANNEL AT 24'' O.C. ♦`♦♦ I MAX VERT. SPACING. ATTACH CHANNEL TO CMU WALL W/ /6 TAPCONS @16 O.C. PROVIDE 1" IMBEDMENT INTO CMU. ♦�♦ 1" ALUM SIDING : ATT. W/ #12 SCREWS �♦ EXTEND BASE FLASHING GASKET @ 8" O.C. HORIZ. AND 30" O.C. VERT. ♦♦ BEHIND TTER I .045 EPDM MEMBRANE S.S. PARAPET CAP W/ MIN. 4" BACKING PLATE AT JOINTS (ALL AROUND) REMOVE OUTSIDE _ THREADED ♦ MODIFIED � F.T. NAILER: ATT. TO SPRING LATCH o HANDLE S.S. REGLET ATT. TO WALL CAP ♦ ♦♦ 3/RD-2 FOR CAP SHEET - REFERINO CONC. T.B. � 48" O.C. WITH INSIDE- W/ SS. SCREWS @ 8" O.C. PAINT ALL EXPOSED SLOPE / T GRAVEL GUARD MB DETAIL W/1V2' 0 EXP. BOLTS- HANDLE AND (INT. AND EXT.) AREAS OF _ _ _ ♦ TYPE B W/ 3' FLANGE: ♦ � MIN. EMBEDMENT 4' PADLOCK HASP SNAP -IN S.S. COUNTER FLASHING PVC PIPE W/2 COATS OF ATTACHED TO WD. BLOCKING ♦ W/ 12 GA. RING SHANK NAILS ♦♦ SLOPE TOP dF WD. BLOCKING LATEX PAINT" USE = / SHER. WILL. DTM PRIMER. @ 4" O.C. ♦♦ COMBIN /F.T. 2x6 AND ED. S.S. SCREWS W/NEOPRENE COVER LINER 1" FIBERGLASS = CONT. CLIP ATT. W/ ♦ UL ASSF*4B TO MATCH INSULATION AS SLY THICKNESS WASHERS @ 6" O.C. - HOR. SLOTTED INSULATION Q N %q" TYP. ♦ S.S. SCREW @ 8" O.C. ♦ CONT. S.S. CLIP HOLES IN FLASHING LEG HANDLE THROUGHOUT COVER S.S. SCREW AND NEOPRENE SCH.40 PVC ATT. TO NAILERS PLY SHEET , , WASHER @ B" O.C. STANDARD ♦♦ @ 6' O.C. W/S.S. SCREWS -- I ` AUTOMATIC HOLD HINGE _ Q P. TRAP 2Z GA. S.S. GUTTER ♦♦ OPEN ARM 2" MIN. SEALANT 12F FROM SUPPORT.AGER TTACHBACKER ROD & SEALANT i AND COVER MOD. BIT. BASE FLASHING WITH SCREWS OR POP RIVOTSI e w i i RELEASE 1" RIGID FIBERBOARD EXTEND MIN. 4" ABOVE CANT. MULTIPLE PLY S.STL. HOSE CLAMP ♦ � CONC. UNIT MAS. WALL Q i INSULATION MOD. BITUMEN ROOF MOD. BIT. BASE FLASHING CURB WITH 1 70° AROUND OUTSIDE W./ 2 PLIES: 30"X30" FLEXIBLE COUNTER EXTEND MIN. 4" ABOVE CANT. INTEGRAL 1 ° OF CURB 4" FIBER OR PERLITE CANT. STRIPPING FLASHING AND 8 o ALUM. 4" FIBER OR PERLITE CANT. CAPFLASHING. o 000 I I I iCOMBINATION LOCK STRIKE BASE FLASHING ATT. - MODIFIED BITUMEN ROOFING OVER RIGID INSUL. FLASHING COLLAR _ 4-51 INSULATIOi MODIFIED BITUMEN ROOFING /RIGID ASSEMBLY OVER RIGID INSUL. iAND PADLOCK HASP I i TO SIDE OF CURB W/ S_S_ -- / LIFTING MECHANISM SCREWS W/ NEOPRENE RIGID INSULATION ♦♦ HOUSING WASHERS @6" O.C. ASSEMBLY 1 STAIN STEEL RIGID INSULATION 1 I GUTTER 8" x G" ` ASSEMBLY I � 3' -0" i MASONRY WALL METAL DECK &METAL DECK ♦ METAL DECK LADDER -UP SAFETY POLE. SEE SPECS- 10 GA, S,S, FM ROLL / ♦♦ ♦♦` PROVIDE 21/2"x2'/2"x1/8" STL. Z— INSTALL 2 PIECE COUNTER FLASHING OVER HANGER @ 36' O.C.j @ OPENING, WELD TO ROOF JOIST SYSTEM CONCURRENT WITH THE PLY STAGGER 18' FROM STRAP SHEET FLASHING SYSTEM INSTALLATION SEE PLUMBING �♦♦ FOR SIZE / SET BASE FLASHING IN COLD APPLIED MASONRY ANCVZR ♦ DETAILS ARE SIMILAR FOR ALL PARAPET MODIFIED BITUMEN ROOF CEMENT ♦ CONDITIONS. WHERE EXTERIOR FINISH IS NOT I ♦�♦ PRESENT REPOSITION NAILERS AS REQUIRED. BASE FLASHING MAX HEIGHT - 18" I ♦ SPACING OF FASTENERS MAY BE INCREASED WHERE WIND CLASSIFICATION ALLOWS. 1 TYPICAL GUTTER DETAIL - SCALE: 3"=L'-0` �♦ I / TYPRFG15.DGN ♦ 13 PARAPET DETAIL i� ROOF HATCH DETAIL40, 7 TYP. WALL/ROOF INTERSECTION 4 A/C DRAIN DETAIL I �DlSCALE:iV2 l RD1 SCALE:3'-1' 0' RDl SCALE.T=Y-8" RD1 SCALE-3'=1'-0" TYPRFG30.DGN TYPRFGII.DGN TYPRFG06.DGN TYPRFGI4.DGN P u b I'lo xe SUPER MARKETS CORPORATE OFFICES, FACIUTIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-331 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA REG.]1881 SC. REG. 7477 AL. REG. 623A TN. REG. 103497 JOHN W. KITCHENS, PE CML/STRUCTURAL- FL. REG. 46277 GA REG. 020251 SC.REG.16340 AL. REG. 20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL • FL. REG, 51959 GA REG. 27740 SC.REG.21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL. FL REG. 43089 GA REG. 021246 SC.REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.SA781 GA REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. PEG. 59422 GA REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES JA 1 08 PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: ROOF DETAILS SCALE: AS NOTED of 2 10-JAN-2008 11:21 xmwo P:\1200-1299\1245\1245rd01.dgn COMBINE F.T. 2x6 AND `♦ 1x6 WD. NAILERS TO (2) 12d NAILS % i MATCH INSULATION @ 24" O.C. I ASSEMBLY THICKNESS `♦� SEE 13/ R/2 FOR REFER TO 13/RD-2 FOR STRIP -IN DETAIL ♦ STRIP -IN DETAIL COMBINE F.T.2x6 WD. NAILERS TO -MATCH INSULATION (2) 2X6 F.T. BLOCKING ATT. WII/2" O GALV. EPDXY ♦ j OMBINE F.T. MULTIP E-PLY ASSEMBLY THICKNESS BOLTS V24" O.C. EMBED MUL D BITUMEN 2 % 6 AND 1 X 6 WD RODIVfE COMBINE 2x6 MIN. 4" INTO MAS. WALL ROOF SYSTEM NAICJRS TO MATCH ROOF** INSULATION (2?/12d NAILS SCREW BLOCKING TO REFER TO 13/RD-2 ROOF DECK W/ (2) "12 RS WD. NAILERS TO MATCH INSULATION ASSEM Y THICKNESS 24" O.C. FORSTRIP-IN DETAIL TEK SCREWS @ 24' O.C. GRAVELGUARD MB TYPE B %% ROOFING MEMBRANE (COUNTERSINK) GRAVEL GVRD MB TYPE A W/ 1.5" RIGID METAL RIGID CONT. CLIP `�` INSULATIOASSEMBLY FLASHING INSULATION A SY. � SEE 1-I RD-2 FOR (COUNTERSINK) S.S. EDGE DRIP W/ I I (2) 2X6 P.T. NAILS W.//2' 0 GALV. I 2x6 F.T. WOOD BLOCKING STRIP -IN DETAIL GE 4" TOP FLANGE EPDXY BOLT 24'' .EMBED MIN. 4 FMETAL LASHING R INTO MASONRY i�/ LQ ! ROOFING MEMBRANE � ♦ z ' BASE FLASHING :EXTEN / 1 I ---------- -- _� CONT. L3x3xy8" I UP VERTICAL FACE & % I%Z' METAL DECK WELD TO JOIST JOIST 1.5"RIGID------ - -- - -- S.STL. GUTTER INSULATION s s ( Ll ATTACH TO NAIL R I x I I I Q O i ASSEMBLY _ ♦ ! (2) DOWN SPOUTS I t ♦� ! i - t I 00 ! I 4" FIBER CANT f I 1V2' METAL DECK I I 1 I � � BEAM BEYOND I I I I I I I\—MTL. DECK ♦ LSTEEL JOIST I CONT. S.S. CLIP I I ATT. W/ S_S_ NAILS RIGID WELD TO JOISTS STEEL BEAM I I C4" O.C. I INSULATION Jr ASSEMBLY ! MASONRY WALL / I ! I i I i ♦` I i SEEN= I I I I R00F!'4ECK `♦, (EX/T) I � I � � s I � I � 15 NOT USED riF-� LOADING DOCK CANOPY LOADING DOCK C CANOPY 6 TYPICAL RAKE DETAIL I � 3 ROOF LEVEL CHANGE DETAIL RD2 SCALE:NONE RD2 SCALE:3"=V-0' RD2 SCALE:3"=1'-0' RD2 SCALE:3'=1'-O' � ! RD2 SCALE:3'=Y-O" ♦`♦ TYPRFGOO.DGN TYPRFGI7.DGN TYPRFGI8.DGN TYPRFG20.DGN I TYPRFGI6.DGN ♦ ! ♦ ! ♦ ! ♦ ! `♦ `♦ `♦ `♦ `♦ `� !' `ol `♦ ♦ ! ! `♦ `% ! ! `♦ I EXIST. CBS_ WALL ' `�` EXTEND BASE FLASHIIy ` ` ! ` BEHIND GUTTER SAWCUT STUCCO I ♦ ! STUCCO i `♦ i j �♦ SEE 13/RD-2 AR STRIP -IN DETAIL ♦` (MIN 4" WIDE) ♦` �♦ STUCCO REG�fT AND %` SLOPE TOP OF F.T, WD. BLOCKING ♦ COUNTERFLMSH S.S. ♦` BUTYL TAKE ♦% WALL!' 6" O.C. ♦ `� i ♦` 2" MIN. 1 ,♦ U I ♦ /VGASHERS Q 8" O.C. ♦ ! ♦ B L SHING EXTENDED LLJ 804" N FIBER CANT STRIP n MODIFIED BITUMEN ROOFING op A o o / ♦ ADJACENT RETAIL CENTER 1 t o(-Dw CD ♦ II_ � o w { ♦ ♦` ROOF -1 / `♦ = `� I 7 Q0 w= ' `♦` \� 1/4" DIA. MASONRY ANCHOR ♦ ! L ! N� ! ♦ ! ` ! INSTALL ON TOP OF FLASHING PLIES j COVERING TOP AND BOTTOM OF CANT ♦, INSTALL OVER FLASHING PLIES AT TOP AND BOTTOM OF CANT THESE MODIFIED MINERAL SURFACE "WRAPS" ` ♦ MAY BE INSTALLED WITH ASPHALT OR MATRIX ! ♦,low ♦` THIS MODIFIED MINERAL SURFACE "WRAP' SBS TROWEL GRADE CEMENT J_*4 % MAY BE INSTALLED WITH MATRIX FIELD VERIFY ♦ ♦ SBS TROWEL GRADE CEMENT ! ♦ I Af ♦� ♦♦ I `♦ `♦ I' I �4 NOT USED 11 EXP. JT. DETAIL ROOF/WALL `♦� s ROOF LEVEL CHANGE w/ GUTTER `� �5OUTSIDE CORNER WRAPr2--�INSIDE CORNER WRAP ,!' �' RD2 SCALE:NONE j RD2 SCALE:3'=1'-O' ♦` ; RD2 SCALE.3'=1'-0° `� RD2 SCALE:3'=l'-0" RD2 SCALE:3'=1'-0" TYPRFGOO.DGN / TYPRFG2I.DGN ♦ TYPRFG23.DGN ! TYPRFG24.DGN TYPRFG25.DGN 8° FASTENER 1" 6' O.C. NOTE USE COLD APPLIED SEALANT HILL HOUSE ADHESIVE ABOVE PLANE OF ROOF MEMBRANE F.T. 2X6 NAILERS zBASE FLASHING MECHANICAL CENTER N (MODIFIED BITUMEN) BY OTHERS STRUCTURAL CAP SHEET STEEL z LU RIVETS @ 6" O.C. CAP SHEET ¢ RIVETS @ 8" Q.C. SMOOTH MODIFIED BITUMEN 00 BACKER PLY (TYPE VI) S. STL. COUNTERFLASHING = FLASHING PROVIDED METAL FLANGE L (USE SELF. DRILLING HEX O� SCREW FASTENERS @ 24" O.C.) w/ HILL HOUSE PLYFELTS 6° 4" CANT. AND FLASHING BASE FLASHING TYP. ALL AROUND 4' BY ROOFER COMBINE F.T. 2 X 6 AND BACKER PLY. 1 X 6 WD. NAILERS TO MATCH INSULATION ASSEMBLY THICKNESS RIGID STL DECK INSULATION STL BEAM � RIGID 4'FIBER CANT. INSULATION RIGID ASSEMBLY INSULATIBN ASSEMBLY MTL. DECK COMBINE F.T.2 X 6 NOTE: AND 1 X 6 WD NAILERS USE/2" FIBER BOARD 4 TO MATCH INSULATION WHERE FM 1-120 ASSEMBLY THICKNESS OR HIGHER IS REQUIRED ROOF DECK 1 NOT USED RD2 SCALE:NONE TYPRFGOO.DGN 13 STRIP -IN i oTRANSITIONrT-�CURBCURB FLASHING RD2 SCALE:Y=Y-O" RD2 SCALE:3"=l'-0' RD2 SCALE:3"4'-0' RD2 SCALE:3-::F-O" TYPRFG26.DGN TYPRFG27.DGN TYPRFG28.DGN TYPRFG29.DGN P u b ll'o xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT -FL REG. 91318 DAVID RUBIN, AIA ARCHITECT- FL. REG.92557 GA. REG.11891 SC. REG.7477 AL. REG.623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A6277 GA. REG. 020251 SC. REG.16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG,21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG. 20A69 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG.31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA Vi12707 DRAWING TITLE: ROOF DETAILS SCALE: AS NOTED of 2 10-JAN-2008 17:22 xmwc P:\1200-1299\1245\1245rd02.dgn JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0181 PENETRATION FIRESTOP DETAIL DESIGN NO. W-L-5028 SCAT F: NTS SECTION A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board, -%in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max dram of opening 1 s 7-1/2 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe - Nom 4 in. dram (or smaller) Schedule 40 (or heavier) steel pipe. B. Copper Tubing - Nom 2 in. dram (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 2 in. dram (or smaller) Regular (or heavier) copper pipe. 3. Tube Insulation - Plastics+ - Nom3yin. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. An annular space of min 0 in. (point contact)to max 1-1/2 in. is required within the firestop system. See Plastics+ (OMFZ2)category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. The hour T Rating of the firestop system is dependent on the hourly fire rating of the wall assembly in which it is installed, the size and type of through penetrant and the pipe covering thickness, as shown in the table below: Wall Assembly Type + Through Penetrant Rating Hr Max Diam In. I A 4 I A,B, OR C 2 2 A 4 2 A,B, OR C 2 +Indicates penetrant type as itemized in Item 2. 4. Fill, Void or Cavity Material* - Sealant - Min%in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe covering and gypsum wallboard, a miny2in. dram bead of fill material shall be applied at the pipe covering/gypsum wallboard interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Mark PENETRATION FIRESTOP DETAIL DESIGN NO. CAJ-1081 SCALE: NTS F RATING - 2 - 3 HR. T RATING - 0 HR. 1. Floor or Wall Assembly Min 3-3/4 in. (2-Hr Rating) or min 4-1/2 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf)concrete floor, or min 4-3/4 in. (2-Hr Rating) or min 5 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf) concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max dram of opening is 16 in. See Concrete Block (CAZT)category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional) 15)!32 Nom 16 in. dram (or smaller) steel pipe, conduit or steel EMT cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through Penetrants One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used- A. Steel Pipe Nom 10 in. dram (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be miny4in. to max 4 in. B. Steel Pipe Nom 24 in. dram (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be minV4in. to max 1-15/16 in. C. Conduit Nom 6 in. dram (or smaller) steel conduit or nom 4 in. dram (or smaller) electrical metallic tubing. The annular shall be min'/4in. to max 4 in. D. Copper Tubing Nom 6 in. diam (or smaller)Type M (or heavier)copper tubing. The annular space shall be minV4in. to max 1-13/16 in. E. Copper Tubing Nom 4 in. (or smaller) Type M (or heavier) copper tubing. The annular space shall be a mini/4in. to max 4 in. 4. Forming Material* Min 2-3/4 in. (2-Hr Rating)or min 3 in. (3-Hr Rating) thickness of min 3.5 pcf mineral fiber insulation firmly packed into opening as a permanent form. Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. THERMAFIBER L L C -Type SAF 5. Fill, Void or Cavity Material* - Sealant Min 1 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying installation instructions. UNITED STATES GYPSUM CO - Type FC 5A. Fill, Void or Cavity Material* Not Shown l32 Two component fill material used as an alternate to Item 5. Min 1 in. thickness of fill material applied within the annulus, flush with top side of floor or both surfaces of wall. Ready -mixed component mixed with accelerator component at a rate of 66 parts of ready -mixed component to 1 part accelerator component by weight in accordance with the accompanying installation instructions. UNITED STATES GYPSUM CO -Type RFC *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U419 SCALE: NTS 1. Floor and Ceiling Runners (Not shown) /32 Channel shaped, fabricated from min 25 MSG (min 20 MSG when Item 4A is used) corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2. Steel Studs Channel shaped, fabricated from min 25 MSG (min 20 MSG when Item 4A is used) corrosion -protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges andln. return, spaced a max of 24 in. OC. Studs to be cutygto3/ln less than assembly height. 3. Batts and Blankets* (Required as indicated under Item 4) 15/12 Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets* (Optional) IYy Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets ( KNV or BZJZ) Categories for names of Classified companies. 4. Gypsum Board* Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems)staggered a min. of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall No.of Layers Min Thkns Min Stud & Thkns of Insulation Rating Depth of Panel (Item 3) 1 3-1/2 1 layer,%in. thick Optional 1 2-1/2 1 layer,%2in. thick 1-1/2 in. 1 1-5/8 1 layer,3/4in, thick Optional 2 1-5/8 2 layers,'hin. thick Optional 2 1-5/8 2 layers,%in. thick Optional 3 1-5/8 3 layers,%2in. thick Optional 3 1-5/8 2 layers,3/4in, thick Optional 3 1-5/8 3 layersAin. thick Optional 4 1-5/8 4 layers,%in. thick Optional 4 1-5/8 4 layers,)/21n. thick Optional 4 2-1/2 2 layers 3/1n. thick 2 in. CANADIAN GYPSUM COMPANY - %21n. thick Type C, IP-X2 or [PC -AR; WRC,%in. thick Type AR, C, IP-AR, IP-X1, IP-X2, [PC -AR, SCX, SHX, WRX or WRC;y4in. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO - %2in. thick TTe C, IP-X2, IPC-AR or WRC;%In. thick Type SCX, SHX, WRX, IP-Xl, AR, C. WRC, FRX-G, IP-AR, IP-X2, IPC-AR ;/Ln. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACDDE WRC. USG MEXICO S A DE C V - 1/21n. thick Tye C, IP-X2, IPC-AR or WRC;`%ln. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or;/41n. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. 4A. Gypsum Board* (As an alternate to Item 4) 15/32 %in. thick gypsum panels, installed as described in Item 4 with Type S-12 steel screws. The length and spacing of the screws as specified under Item 5. CANADIAN GYPSUM COMPANY - Type FRX UNITED STATES GYPSUM CO - Type FRX USG MEXICO S A DE C V - Type SHX. 5. Fasteners (Not shown) - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Sin 1e layer systems: 1 in. long fory2and%in. thick panels or 1-1/4 tn. long for lin. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long fory2and%in, thick panels or 1-1/4 in. long fora/1n. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for%21n., %in. thick panels or 2-1/4 in. long for%in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for Y21n.,%in.thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 2in.Ain. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long forY2in., gin. thick panels or 2-5/8 1n. long for%in. thick panels, spaced 12 in. OC. Screws offset min in. from layer below. Four -layer systems: First layer- 1 in. long forll6in., %in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for%2in.,%in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long foryin. thick panels or 2-%in. long for%in. thick panels,spaced 24 in. OC. Fourth layer - 2-%in. long forl/21n. thick panels or 3 in. long for%ln. thick panels,spaced 12 in. OC. Screws offset min. 6 in. from layer below. 6. Furring Channels (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 2 in. long Type S-12 steel screws. Not for use with Item 4A. 7.Joint Tape and Compound Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape a joint compound may be omitted when gypsum panels are supplied with a square edge. B. Siding, Brick or Stucco (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 9. Caulking and Sealants* (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO - Type AS *Bearing the UL Classification Mark PENETRATION FIRESTOP DETAIL DESIGN NO. W-L-1001 SCALE: NTS SECTION A -A (Formerly System No. 147) F Ratings 1 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient - less than 1 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft 1. Wall Assembly The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and all include the following construction features: A. Studs Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3%1n.wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* Nomy2or%gin, thick, 4 ft. wide with square or, tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max dram of opening is 13-1/2 in. 2. Pipe or Conduit Nom 12 in. dram (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. dram (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. dram (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam.(or smaller) steel conduit, nom 4 in. dram (or smaller) steel electrical metallic tubing, nom 6 in. dram (or smaller) Type L or (or heavier) copper tubing or nom 1 in. dram (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3)is 2 h. Steel pipes or conduits larger than nom 4 in, diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Material* 15), Caulk Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min%1n.diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall.Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Diam In. Annular Space In. F Rating Hr T Rating Hr 1 0 tows 1 or 2 0+, 1 or 2 1 1/ to�6 3 or 4 3 or 4 4 0 to 1-Y2 1 or 2 0 6 1/4to%2 3 or 4 0 12 W6tog Ior 2 0 +When copper pipe is used, T Rating is 0 h. MINNESOTA MINING & MFG CO - CP 25WB+. *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U901 SCALE: NTS = `--t- - - 1. Concrete Blocks* Various designs. Classification B-4 (4 hr). See Concrete Blocks category for lists of eligible manufacturers. 2. Mortar Blocks laid in full bed of mortar, nom.%in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume)and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster If used, add'/2hr, to Classification 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, burned clay or shale (rotary kiln process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation,. Class 0-2 (2 hr) or C-3 (3 hr) concrete blocks will provide a 4 hr fire resistance rating. *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U914 SCALE: NTS a ❑gip❑ 24' 1. Concrete Blocks* Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar Blocks laid in full bed of mortar, nom%in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Portland cement (proportioned by volume)and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Furring Channels Min 0.019 in, thick (25 gauge) gale steel, 1-3/8 in. wide on top and 2-3/4 in. wide at bottom byy8in. deep. Spaced 24 in. OC perpendicular to floor with a channel parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizontal channels'/L1n. 4. Channel Fasteners 1-1/4 in, long masonry screws withX6in, body andNi6in. diameter head. Fasteners spaced 24 in. O.C. with the fasteners staggered on each long leg of the furring channel. 4A. Steel Framing Members* (Not Shown) - Alternate method used to attach furring channels (Item 3) to concrete blocks (Item 1). Clips spaced 48 in. OC., and secured to blocks withy4in. dia. By 3 in. long concrete expansion anchor (Item 4B) through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL - Type RSIC-1. 4B. Concrete Expansion Anchor (Not Shown) - 'Ain. dia. by 3 in. long carbon steel, pre -assembled, nail drive expansion anchor with mushroom head driven into the web of the concrete block. Min. embedment in concrete block of 1-3/8 in. and evaluated in accordance with ASTM E 486 to have Ultimate load capacities of 980 lbs (tension)and 1400 lbs (shear)when used in 2000 psi concrete. 5. Gypsum Board*Y2in. thick, 4 ft wide, secured to furring channels with wallboard fasteners (Item 6). Gypsum plaster not more than%bin. thick may be applied to wallboard in addition to joint treatment. AMERICAN GYPSUM CO - Types AG-C,AGX-C. BORAL GYPSUM INC - Type BG-C. CANADIAN GYPSUM COMPANY - Types C, IP-X2, IPC-AR. CONTINENTAL GYPSUM COMPANY - Types CO-C,CG5-5,CGTC-C. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Type 5. JAMES HARDIE GYPSUM INC - Type Max°C". LAFARGE NORTH AMERICA INC - Types LGFC-C,LGFC-C/A. NATIONAL GYPSUM CO - Type FSW-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Type PG-C. STANDARD GYPSUM L L C - Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP - Type TG-C. UNITED STATES GYPSUM CO - Types C,IP-X2,IPC-AR. USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR. 6. Wallboard Fasteners 1 in. long, self -drilling, self -tapping steel screws with bugle heads. Fasteners attached to each furring channel and spaced 8 in. OC at butt joints and 12 in. OC in the field of the board parallel with furring channels. Clearance tween fasteners and edges of wallboard 3/4 in. 7. Joint System 15)� (Not shown) Paper tape embedded in cementitious compound over joints. Paper tape and exposed screw heads covered with two layers of compound. Edges of compound feathered out. *Bearing the UL Classification Mark -JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0098 SCALE: NTS FRONT VIEW SECTION A -A 1. Metal roof deck assembly (non fire -rated) 2. Concrete wall assembly (2-hr fire rated): A. Lightweight or normal weight concrete wall (min. 6 in. thick) B. Any UL/ULC classified concrete block wall. 3. Mineral wall (min. 4 pcf density) compressed 33 percent and inserted into joint, flush with both sides of wall. (see no.3 below) 4. Hilti CP 777 speed plugs friction fitted to completely fill flute, flush with both sides of wall (see note no. 3 below) 5. Minimunyein. (wet) thickness Hilti CP 672 firestop joint spray to completely cover mineral wool and to overlap a minimum%2in. onto concrete wall and metal deck on both sides of wall assembly. Notes: 1. Steel floor units may be sprayed with a minimum5A6 in. thickness to maximum 1-yin thickness of UL classified monokote type MK-6/HY fireproofing manufactured by W.R. Grace 2. When the steel deck is coated with fireproofing,Hilti CP 672 shall overlap the wall a min.!/2in and overlap the fireproofing a min.2 in. on both sides of the wall. 3. As an alternated to Hilti CP 777 speed plugs, mineral wool (minimum 4 pcf density) compressed 33 percent may be used. 4.T-Rating may not equal F-rating in accordance with UL 2079 5. Fire Rating of joint is only as good as performance of metal roof deck assembly under fire conditions. All configuration shown are suggestions only and must be approved by the specifying architects or engineers for the project. This is not a UL Classified systems, But a modification of the closest applicable system (Reference: UL System No. HW-D-0098) FIRE RESISTANCE DETAIL DESIGN NO. X528 SCALE: NTS 113/° li �' 11 �N)III iiiiiiiiiiuiiiiii ' I FURR DUT TO ACCOMODATE I �_,! PLUMBING VENT AND I------------ • CLEAN -OUT 1. Steel Column Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel Construction Manual as shown under Item 2. 2. Gypsum Board* For I Hr rating, any /gin, or f21n. thick gypsum wallboard Classified for use in fire resistance assemblies. For 2 Hr and 3 Hr ratings, any %in. or Y21n. thick gypsum wallboard Classified for use in other 2 Hr, 3 Hr or 4 Hr Column Designs. Min total thickness of layersin inches for the various ratings and min column sizes are as follows: W Shaped Rating (Hr) Corner Details For Various Rating Column 1 2 3 1 Hr 2 Hr 3 Hr Min Column Size Total thickness (In.) W4xl3 11-1/2 2-1/4 B C D W6xl5.5 1 1-1/2 2-1/4 B C D W10x49 1/21-1/8 1-7/8 A B C Applied in layers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. See Gypsum Board (CKNX)category for names of manufacturers. 2A. Gypsum Board* As an alternate to Item 2-XI.n. thick gypsum wallboard. For 2 Hr rating, 1-1/2 Ln. total thickness, installed in accordance with corner detail B. For 3 Hr rating, 2-114 in. total thickness installed 1n accordance with corner detail C.Boards are to be applied vertically without horizontal joints. CANADIAN GYPSUM COMPANY - Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO - Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V - Type IP-X3,ULTRACODE, ULTRACDDE SHC or ULTRACODE WRC. 3. Steel Stud 1-5/8 in. wide with 1-5/16 and 1-7/16 in. legs having a 1/4- in. folded flange, fabricated from No. 25 MSG gale steel. Length to be'/2in.less than the assembly height. 3A. As an alternate to Item 3 Steel Framing Members* galv. steel clips spaced 4 ft OC and 1-1/4 in. from top and bottem of column.A No.28 MSG galv steel support angle with 1-1/4 in. length shall be placed over clips and secured with screws attaching the wallboards. The clips for use with wide flange columns only. COLUMN & BEAM INC - Types CB, CB1Clips. 4. Corner Beads No.28 MSG gale steel,)-1/4 in. legs to be attached to the wallboard with No.6 by 1 in. screws spaced 12 in. OC max. 5. Tie Wire No.18 SWG steel wire spaced 24 in. OC used with second layer of wallboard. 6. Screws For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1 in. (or 1-1/4 in. for%in. thick wallboard) Phillips head self -drilling, self -tapping double lead screwspaced 24 in. OC For attaching second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in. for:y4in. thick wallboard) steel screws of the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. screws of the same type spaced 12 in. OC 7.Finishing S stem (Not Shown) - Joint compound applied over corner beads to a thickness of i6 in. *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U905 SCALE: NTS m . z 3 ' D.. - D ' D �� A ' `1 1. Concrete Blocks* Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. - 2. Mortar Blocks laid in full bed of mortar, nom.%in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster Add!/2hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). CELOTEX CORP -Type Thermax SCALE: NTS FRONT VIEW SECTION A -A 1. Metal roof deck assembly (non fire -rated) 2. Concrete wall assembly (2-hr fire rated): A. Lightweight or normal weight concrete wall (min. 6 in. thick) B. Any UL/ULC classified concrete block wall. 3. Mineral wall (min.4 pcf density) compressed 33 percent and inserted into joint, flush with both sides of wall. (see no.3 below) 4. Minimuni/gin. (wet) thickness Hilti CP 672 firestop joint spray to completely cover mineral wool and to overlap a minimum%21n. onto concrete wall and metal deck on both sides of wall assembly. Notes: 1. Steel floor units may be sprayed with a minimum%&in.thickness to maximum 1-3/4in thickness of UL classified monokote type MK-6/HY fireproofing manufactured by W.R. Grace 2. When the steel deck is coated with fireproofing, Hilti CP 672 shall overlap the wall a min.y2in and overlap the fireproofing a min. 2 in. on both sides of the wall. 3.T-Rating may not equal F-rating in accordance with UL 2079 4. Fire -Rating of joint is only as good as performance of metal roof deck assembly under fire conditions. All configuration shown are suggestions only and must be approved by the specifying architects or engineers for the project. This is not a UL Classified systems, But a modification of the closest applicable system (Reference: UL System No. HW-D-0181) JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0098 SCALE: NTS FRONT VIEW SECTION A -A ).Floor Assembly The fire rated fluted steel unit/concrete floor assembly shall be constructed of the materials and in a manner described in the individual D700 or D900 Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* Max 2 in. deep gals steel fluted floor units. B. Concrete Min 2-1/2 in thick reinforced concrete as measured from top plane of the floor units. C. Spray -Applied Fire Resistive Materials* (Optional) - (Not Shown) - Prior to the installation of the forming material and fill, void or cavity material (Items 3A, 3B) the steel floor units may be sprayed with a minw16in. to max 1-3/4 in. thickness of firesistive material. W R GRACE & CO - CONN CONSTRUCTIDN PRODUCTS DIV - Type MK-6-HY IA. Roof Assembly (Not Shown) - As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly.The roof assembly shall include the following construction features: A. Steel Roof Deck Max 2 in. deep galv steel fluted roof deck. B. Roof Insulation Min 2-1/4 in. thick poured insulating concrete, as measured from the top plane of the floor units. 1B.Roof Assembly As an alternate to Items 1 and lA,a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof -Ceiling Design n the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features. - A. Steel Roof Deck Max 2 in. deep galv steel fluted roof deck. B. Spray - Applied Fire Resistive Materials* (Not Shown)% Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 3B), the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. 2. Wall Assembly Min 6 in. thick steel -reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System Max separation between bottom of floor or roof and top of wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width. The joint system shall consist of the following: AFormingMatra m 4. f mineral I insulation m n e 1 1 No 0 pc i e al woo bat( i sulatio compressed and firmly packed to completely fill the flutes and the gap between the top of the wall and bottom of the floor or roof as a permanent form. Batt insulation cut to the shape of the fluttted steel deck, approx 33 percent larger than the flutes. Pieces compressed and installed vertically into the flutes above the top of the wall. Additional pieces of batt insulation, min 6 HILTI INC - CP777 Speed Plugs B. Fill, Void or Cavity Material* Minyein. wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min ofY2 in. onto wall and steel deck on both sides of wall. When spray -applied fire resistive material* is applied to the steel steel deck, the fill material is to overlap the wall a min of%2in. and the spray -applied fire resistive material a min of 2 in. on both sides of wall HILTI CONSTRUCTION CHEMICAL, DIV OF HILTI INC - CP672 Firestop Spray JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0181 SCALE: NTS D. . __ � j , �____-__1_ ).Floor Assembly The 2 hr fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 Floor-Ceiing Design Ln the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* Max 3 in. deep galv steel fluted floor units. B. Concrete Min 2-1/2 in. thick reinforced concrete,as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materals* (Optional)t5& (Not ShownAh Prior to the installation of the forming material and fill, void or cavity material (Item 3A, 3B) the steel floor units may be spra ed with a m1nT6 to max 1-3/4 in. thickness of fire resistive material in accordance with the specifications in the individual D700 Series Design. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC % Type MK-6-HY 2. Wall Assembly Min 8 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall shall be installed parallel with the flutes of the steel floor and form units (Item IA). Wall may also be constructed of any UL Classified 2 fire rated Concrete Blocks*.When wall is constructed of concrete blocks, the top course of block shall be filled with concrete, grout or mortar. See Concrete Blocks (CAZT)category in the Fire Resistance Directory for names of manufacturers. 3. Joint System Max separation between bottom of spray -applied fire resistive and top of the wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width. The joint system consists of the following: A. Forming Material* Min 4 pcf mineral wool batt insulation cut into strips with a width approx equal to the overall thickness of the wall. Strips compressed 33 percent in thickness and inserted Into the gap between the top of the wall and the bottom of the floor units. When the void beneath the protected steel deck is located entirely above the wall, the void shall be completely filled with mineral wool insulation compressed 33 percent in thickness. When void beneath the steel deck is located in part abo the wall, that portion of the void above the wall shall be packed with additional strips of mineral wool batt insulation compressed 33 percent in thickness. ROCK WODL MANUFACTURING CO 15� Delta Boerd B. Fill, Void or Cavity Material* Minl/gln. wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of%2 in. onto wall and steel deck on both sides of wall. When spray -applied fire resistive material* 15 applied to the steel floor and form units, the fill material is to overlap the wall a min ofY2in. and the spray -applied fire resistive material a min of 2 in. on both sides of wall. HILTI CONSTRUCTION CHEMICAL, DIV OF HILTIINC.- CP672 Firestop Spray P u b 11'6 XG SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT- FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 Al. REG,6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL, REG. 45277 GA. REG. 020251 SG REG.]6340 AL REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA.REG.27740 SC. REG. 21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SG REG.16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG. I]1382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA.REG.025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES N 1 1 2008 l� �{ PLOT DATE: 1 Q P-0 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 M2707 DRAWING TITLE: UL DESIGNS SCALE: NONE UL-1 10-JAN-2008 11:18 xmwc P:\1200-1299\1245\1245u1.dgn of 1 MIN 91-11.. 19'- 7' Publix. SUPER MARKETS r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - t 7r r7- ------------------------------------------------------------ - -- --------------- LENGTH OF PIT VARIES AS Tdp REQIRED TO MEF4 __j —T SEEUCIVIL DWGS ET GRADE F5 F 4 < 11 R S-8 81-81 6'-7 N ❑ I ' j W24 CATCH BASIN I I 13'-3- 7'-0" 1 4'-8" 4'-4" i 1*7 VERTICAL @ 16" D.C. 34`0" (SEE SHT P-3) IN FILLED CELLS FOR 8' CMU RISER ROOM WALLS. W24 1% rk — — — — — - C-) 12'-0" 2: 1 r----1 C-) C-) In F5 F5.5 I---- — — — — — — — — — — — — — — — — — 1-----------------J L -- — -------------------1 --T I L L L L L —1 1— —, I W24 W24 I W24 W30 W24 W2� W24 r2 C-) F41 I F4.51 LF 8 co IF9 71 1 L4' 9'-4- 81-81, L 2 — F8 co S-7 7­1 19 1 20 -- z7---7— � — \—C-D J�L 0) 2'-0' CO I I f S-5 - — - — - - - — - — - — - — - - — - — - — I - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - - --- — - — - — - — - — - — - — - — - — - — - -------------------------- ------- --------- ------------------ F MCj `__j -J mci0-------------- --------------------------- t----------------------------------T` 1 0 F91 I I L F10I I W24 I W24 j ! ! THIS STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE IN PLACE. THE ERECTOR SHALLI I 5 PROVIDE ALL NECESSARY SHORING AND BRACING, REQUIRED' c� I — I I S-7 TO INSURE STABILITY DURING ERECTION. I E3 E3 FF 8— MCI t ci F� r -I F -1 LL L J L — - — - — - — - — - — - — - — _-_-_-_-_-_-_L_- -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — F- ---------------------------- ----------------------------- ---------------------- -----------------------------L t18 7 TYP. La L F101 F101 INT. FTG S-5 Flll L-----1 __Flu u Eli Eli W24 W24 mci l I I I I I I I mci r I j I j �'� I F8 I L F - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — I— — - — - — - — - — - — - — - — - — - — - — - — - — - — - 1_ . . . . . . . . . . . . . . . . . . . . . . . . . . i I I j I — - — - — - — - — - — - — - — - — - — - — - A ------------------------------ ]---] r j- ----------------------- I t 1 -1 ------ Lt-J L t -J Lj-J Lt-J Lt-J Lt-J 0 iq,� !F'6.5 S- ( _ F101 I I I F101 F101 Fll Flll F11 J I I �� I ( 2" TYP. 2" TYP. INSIDE FACE HSS8x8 HSS6x6 OF WALL 2" TYP. 1V2" TYP. HSS 1Y HSS7x5 2" TYP. v'm< --Q PL 1'x15`xi5' 0 PL 1'xl2'xl2' PL 1"xI5'x12' r - = r� PL 1x15"xi2 F\i �D 0 C3 mci rh mci �O + W24 + + + INSIDE FACE 1� OF WALL 0 0 < (0 HSS5x5 r- I U 0 0 L 0 0 LO 0 0 PL V?`xt0"x10, W24 7 Viz" 7Y2" 6. 6. 51, 7" 7 V2" o 7V2"- 5- [5­3� FB-4] FB-2] FB 5] L ( - I I I I I \ __ _ F --I t— - — - — - — - — - — - — ----------I- - — - — - — - — - — - — - — - — - — - — - — - — - — - — I r - LJ I I L F7. L5j Flll 11 FLI. L­----�-- !j mci DESIGN CRITERIA SOIL BEARING PRESSURE (USED FOR DESIGN) — — — — — — — — — — 2000 PSF IROOF LIVE LOAD — — — — — — — — — — — — — — — — — — — — 30 PSF ROOF DEAD LOAD------------ — — — — — — — 20 PSF CONCRETE STRENGTH (28-DAY) — — — — — — — — — — — — — -- 3000 PSI STRUCTURAL STEEL BEAMS — — — — — — — — — — — — — — — ASTM A992 STEEL SHAPES,EXCEPT BEAMS — — — — — — — — — — — — — — ASTM A36 REINFORCING STEEL— — — — — — — — — — — — — — — ASTM A-G15, GR. 60 MASONRY DESIGN STRENGTH (ENGINEERED MASONRY) — — — — — — F'M = 1500 PSI WIND PRESSURES, PER ASCE 7-02- EXPOSURE CATEGORY — — — — — — — — — — — — — — — — — — "C BASIC WIND SPEED, V (MPH) — — — — — — — — — — — — — — — 120 MPH BUILDING CLASSIFICATION — — — — — — — — — — — — — — CATEGORY 11 IMPORTANCE FACTOR I — — — — — — — — — — — — — — — — — 1.0 W24 I INTERNAL PRESSURE COEFFICENTS (ENCLOSED BLDG) — — — — — -- 0.18/-0.18 SEISMIC CRITERIA: SPECTRAL RESPONSE ACCELERATIONS SDS— — — — — — — — — — — — — — — — — — — — — — — N.A. Sot— — — — — — — — — — — — — — — — — — — — N.A R WILDING FRAME SYSTEM W/ ORD. REINF. MAS. SHEARWALLS) N.A. SUBSURFACE SITE CLASS — — — — — — — — — — — — — — — — N.A. 3 , TYP SEISMIC USE GROUP — — — — — — — — — — — — — — — — — — N.A. Typ SEISMIC DESIGN CATEGORY — — — — — — — — — — — — — — — N.A. -7 AN ALYSIS PROCEDURE — — — — — — — — — — EQUIVALENT LATERAL FnRf.F DESIGN BASE SHEAR — — — — — — — — — — — — — — — — — — I MCJ GROUND SNOW LOAD — — — — — — — — — — — — — — — — — — 0 PSF SOIL BEARING PRESSURE :: 3000 PSF AS PER SUBSURFACE INVESTIGATION BY ARDAMAN AND ASSOCIATES, DATED OCTOBER 8. 2007 (PROJ.#07-55-9800). F9 I F -I F -1 r ti - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 L -J L i L L T Lil Flll Fl1l COLUMN SCHEDULE MARK SIZE BASE PLATE' ► ANCHOR BOLTS (EMBEDMENT HOOK) ci HSS 8 x 8 x 1/4 B1 I (4) 11/, 11 (12 11 + G 11) C 2 HSS 7 x 7 x 1/4 B4 (4) 11/4 11 (1211+ 611) C 3 HSS 7 x 5 x Y8, B3 i (4) 11/4 11 (12 11 + 6 11) C4 HSS 6 x 6 x 'A B2 i (4)3/41, (1211 + 611) C5 HSS 8 x 8 x 1/4 B4 (4) 11/4 (12 It + 611) CG HSS 5 x 5 x 1/4 B5 (4)Y211 (711+ 3 11) MARK 1 SIZE REINFORCEMENT REMARKS I C7 1211 x 2411 2 #7 VERT. (1 E.F.) I IN 3 FILLED CELLS. 5' PROJECTION mci EMBEDMENT (SEE SCH.) HOOK (SEE SCH.) W24 1 19" mci - — - TYP. Q EXT. WALL 12 F2*5 CI FID— —,� r19 I I 2.15 I SA) I I 63% 19' 2" j-" > j-- W24 ------ W24 I F -W30 - - - - - - - - - - - - - 7 - - - - - — — — — — — — — — — - - - - - - - - - - W24 I -W24 - - - - - - - - - - F5 — — — — — — — — — — — — — — 1--D F91 u F91 --------- 13 F91 cil 13 wr-L-, ----------- 9112111 cl — — — — — — — — — — — — — -- L ' \ F91 — F91 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L LF a -D —J F5.5 L) L U - -I - Y7 U U Ld -RS S-5 S-7 I -iOY2' i5v. 12'-OV?' 6'-31/4' 4'-8' 2' 12 2 4'-8" 63/4' 4'�>ol 5'-8V2' 12'-Y2' 35'-0' 42'-10' 42'-10' 42'-10' 42'-10' 35'-0' 42'-10' 1`51 284'-2" O 0 SEE BBM STRUCTURAL FACADE DRAWINGS FOR CANOPY CHANGES THAT AFFECT THESE COLUMNS. O � O CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680,5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REGA 1881 SC. REG. 7477 AL. REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG. 163,40 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG, 51959 GA. REG. 27740 SC. REG. 21754 AL REG. 2,4905 TN. PEG. 107882 JOHN J. CARLAMALIS, PE MECHANICAL - FL REG.43889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 5A781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG, 54085 GA. REG. 0256U SC. REG, 1974 AL REG. 230455 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 2S290 AL REG. 28079 @ COPYRIGHT2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION Of PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE REST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES vcjG19avt<) PLOT DATE: 10 JAN 08 REVISION DATA: #1 2AS (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54 *,4 V112707 DRAWING TITLE: FOUNDATION PLAN SCALE: 1/8 n = V- 0" COORDINATE WITH SHOPPING CENTER DRAWINGS FOR FACADE AND ADJACENT RETAIL REQUIREMENTS. 10-JAN-2008 11:17 xmwc P:\1200-1299\1245\1245s01.dcjn blix� MARKETS FICES, FACILITIES DESIGN AKELAND, FL 33802 3J 6805295 ICAL ADDRESS: :ORPORATE PARKWAY, 1D, FL 33811-3311 FACILITIES DEPARTMENT TAULBEE, AIA ;T-FL REG.91318 ROBIN, AIA f - FL. REG.92557 GA REG.11881 SC. REG. 7477 Al. REG. 6234 TN. REG.103497 <ITCHENS, PE .-FL. REG.45277 GA. REG. 020251 SC. REG.16340 AL. REG.20382 TN. REG.101507 IARMAN, PE • FL. REG. 51959 GA REG.27740 SC. REG.21754 AL. REG.24905 TN. REG.107882 �RAMALIS, PE - FL REG. 43889 GA REG. 021246 SC. REG.16521 AL REG.20581 TN. REG.108507 CLEMENTI, PE .FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. 111382 I. SIRIANNI, PE -FL REG.54085 GA. REG.025636 SC. REG. 19743 AL REG. 23065 TN. REG.108038 � MEIER, PE - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AI. REG.28079 YRIGHT 2008 :R MARKETS, INC. ICUMENTS ARE THE PROPERTY i5, INC. AND ARE NOT TO BE Y SPECIFIC BUILDING WITHOUT SE DRAWINGS SHALL NOT BE R WRITTEN PERMISSION OF iC_ IN THESE CONSTRUCTION IE BEST OF MY KNOWLEDGE, �. COMPLY WITH THE APPLICABLE DES s 'LOT DATE: l0 JAN 08 'ISION DATA: (REPL. #0390) R COMMONS JD RD. & HWY. 301 ILLS, PASCO CO., �LORIDA �.� V112707 WING TITLE: �B PLAN I 9 10-JAN-2008 11:02 xmuc P:\1200-1299\1245\1245s02.dgn PROVIDE WEB STIFFENERS 5'-0' 01 / IN BEAM AT THIS COLUMN. CANT. RD- 4" TOP CHORD EXTENSION r JOISTS, GIRDERS AND DECKING WILL BE PROVIDED BY PUBLIX. STEEL FABRICATOR MUST CONTACT VULCRAFT TO RECEIVE A SET OF APPROVED SHOP DRAWINGS FOR COORDINATION. SEE SPEC 052100, r �W16x26 W16x26 }---- - - - - ---------------------------- - - - - -- - - - - -- -------------------------------- - - - -\ ��--- ' I%2" METAL DECK (22 GAGE, TYPE B). WELDED AT SUPPORTS WITH 7a" DIA. PUDDLE WELDS C 6' 0/C. USE 3 - -10 TEK SCREWS PER SPAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ �, ' AT SIDELAPS, (THIS NOTE IS FOR DOCK CANOPY AND RISER ROOM ONLY,) vi - ui m m J J +9 m � m ii -H " (12) 18K3 JOISTS 0 5' 10Y16' O.C. " w w CD CD rl 2 cr RD-2 ---------- ----- ----- ----- ----- ----- , , _ RB-4 (12' 8') I �}- LINTEL - I MB-1 �� ------ i-- ----- ----- --- --------------- ---- i ,� MB-1 m 2.5K3 m S--- --- -------- --- --- --- --- -- ---- —----------------- -- ---- --- ---------- ---------- -- --- -- -— — — — — — — — —----------------------------------- --- --- — ---------- -- --- - --- ---------------- ------ --- --- ------------- M13-2 d- m I I I S_6 I (10-0') I I I m I I I I I LINTEL (SEE DETAIL 14/S-7) I I Ll I � I 14 I I I I i I I TOP/WALL=8'-0° TOP/WALL=12'-8" l I I I I I I S-6 I I FiIII ----�-I-----------------------------------------------------------IIrII ------------------------------------------------------------------------IIII ---------------------------------IIII -------------------------------iIIII ------------I--I,---------�-------_—_--------------I _--- ---I --S_— -- - — I --_-- ---( — -= - --—-— —III - ---_-_—_-=—=-=-=--==-=—_-_—_-_----_—_-_—_-_----_—_-_—_-_----_—_-_—_-----==-=—=-1IIII ---—-—-— - — - — - -—- -—-r=--_____________________--�+— — -__________— — — — — — �=== ---- - - - - ---_ 0 II I I I I I I 6 II --------- ----- --- S-7 I I I I 7'-9" 9'-2' I I I II I i I I I I i E—-f - -—-—-—-—-—-—-—- -—- ------ _ _� - _ - - - -- - -- - _------------------------- --- _ _---_ - - - _ _-- --- - _ --- _ _ - _ _ _ _ - _-_ _-_ _ _-------_ -----_ _ _ _ --- --_ _ _ _ _ _ ---_ _ _-- ----- _ --- -------------_-- ------------- SUPPORT BETWEEN JOISTS SUPPORT AT JOISTS II ! ! ! ! ! L 3'X3'X %' BETWEEN WASHER ADJACENT JOISTS. TACK OP&BOTTOM) I I I I WELD AT EACH END. II I •I I I I I I I I I I I I I I I I I I I I I I I ( I �_BOTT CHORD OF JOIST i II I I I I %2" DIA. ROD AT I I I I I 6'-0'D.C.(MAX.) I - - - - - - - - - - - -- - -- �I I EXTEND CHANNEL TO fl / I I I I I I ATTACH TO JOIST. I i II (SEE A-4 FOR SOFFIT- -------- - - - -- - - I I C4x5.4 WITH SLOTTED HOLES. I I WALL LOCATION.) „' I a -- ADJUST TO MIS`. CHORD OF JOIS- a-- LINTEL PER 1, IF DRIVE-THRL IS REQUIRED. uu � llu� I i SEE DETAIL II/S-7 i I I I I I I I I 1 I O I I BOT/STEEL @ SEAFOOD = ll'-8' I i BOT/STEAL 9 PHARMACY = ll'-5' i I I F I I I I ) I 1 1 I I TACK WELD I I I-�----I--,-f----I----1 I I ------f --—-—-— - — - — -— -------------- 1l --------------------------tJ-- NUT ------------------------- TO ROD --- --- 1 - F-- —-—-—-—-—-—-—-—-— - — - --r - - -- -- —�, r---- -- SUPPORT FOR I ! � II �� i 1 HANGING CHANNEL --------------� ��----- I I I S-3 SCALE: 3" = 1'-0° II LEGEND I I II I ----- � ---- ------ II --- l - INDICATES CURTAIN WALL STEEL CHANNEL LOCATIONS. I I II i 5'-7" ALSO. REFER TO SHEET A-4 AND WALL SECTIONS, ' DRAWING LAYOUT REQ'D FOR SOFFIT CHANNELS, ( , INDICATES CENTERLINE __� SEE SHEET S-4 FOR ADDITIONAL ROOF JOIST LOADING. - - - - I - - - - - - - - - OF CHANNEL FOR ROD LOCATIONS. DIMENSIONS ARE TO CENTERLINE OR �UU����1T INDICATES LIGHT GAGE HEADER = (2) 6" (18 GA.) CHANNELS (U,N.O.) END OF CHANNEL. NO STEEL CHANNEL REQUIRED. I II t , - _ - - - - - INDICATES. LIGHT GAGE STUD WALLS PER ARCHITECTURAL i I - - - -i �- - - - - WALL SECTIONS, (U.N.OJ NO STEEL CHANNEL REQUIRED. I I II I I 8 I I I S-7 i I.----- ----� --- --- - - - -L ! I I ! I I 5'-0" ll I II I I --— I,----- I II I — - — - — - — - — - — - — - — - — — — - — — — - — _ — — — — - — _ - _ - — — — — - — — — — — - — — - _ _ — _ _ _ — _ _ — — _ _ _ _ _ — - — - — — - -- --i __ � I -- - -- - __________ �- I I Ul CURVED CHANNEL FOR SOFFIT WALL. 9' 2" 7'-4' 5 z' SU PORT CHANNEL AT JOISTS PER 8/S-7 AN� AT MID -SPAN BETWEEN JOISTS PER 7/S-7. ! I SELL ARCHITECTURAL WALL SECTION 2/A-15__4__ —r i -- - - - - -- ----1- I - ---- - - - - - - - - -'- - - - - - - - - - - - - - - - - - I �- I--- ----A9° - - - - - -- I -- - - - - - -- - - - - - I LIGHT GAGE JOLTS 8' DEEP (18 GAG) - 2' FLANGE AS SHOWN. (8 LOCATIONS) ° II l li 18 GAGE BRIDGING II I I I I III II ___-_ ____ ____-___ _______-__ ___ ______ ___-_ ____ ____________-_-------_-_-__ LINTEL LINTEL LINTEL MB-3 SEE 14/S-7 I SEE 14/S-7 SEE 14/S-7 I MB-3 (9'-4") i i (9'-4') BOT/BEAM = 7'-81/4' BOT/BEAM = 7'-8%' I I I I I I I i I I O S-7 - ' "! - - I I I I I I I I I I I I I I I I I I O � O - of ----------- of ------------ Tl P u b 1,10 xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL. REG,623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.4,5277 GA. REG. 020251 SC. REG. 163AO AI. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG.27740 SC. REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG. 28469 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL REG.54085 GA. REG. 025636 SC. REG, 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG. 28079 Q COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES -P,, �, "" JAN„zoos PUBUX PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: INTERMEDIATE PLAN SCALE: 1 /8 " = V- 0" 10-JAN-2008 11:01 xmwc P:\1200-1299\1245\i245s03.d9n S=3 of 9 AREAS OF HOMONTAL RUNS BY MUM ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF DECK; WHERE EXPOSED IN 54.4 PROTOTYPE, IMMEDIATELY BENEATH ROOF DECK, PASSING BETWEEN STEEL JOISTS AND DECK WHERE POSSIBLE REFRIGERATION: 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE EXPOSED IN 54.4 PROTOTYPE, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED IN 54.4 PROTOTYPE, 8 IN ABOVE BOTTOM CHORD OF STEEL GIRDER JOISTS AND JOISTS. AIR CONDITIONING: 36 IN.BELOW ROOF DECK TO 10 IN.ABOVE CEILING; WHERE EXPOSED IN 54.4 PROTOTYPE.HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED,SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND PUBLIX REPRESENTATIVE. cc CF 4 IN 10 T I I I �CX j c7 9e8 j Q I Lo Lo Lo Lo L17 0 I I x I x Ix I x I x i� w CO CO LD CD w 3" DIA. STUB I 3( 3 13 I 3 1 3 13 PIPE COLUMNS, 120 TOTAL) �J - -----T -F 1- -T---i--- -T-- --i- - I I I I I I I I I 1 i I i i i i ksF,v ( 2'-4'I. 5'-6" . 5'-6" , 5'-6" 7 T C7X9e81 5'-6" I. 5'-6" l g I -6 u) I LL) Lo ( (10) W6X15 (L=25'-2') SHIP LOOSE AND FIELD I -x BY PUBLIX 0LOCATED REFRIGERATION DEPT. i I I I I I I i I i I I i 5'-6"5'-6" I, 5'-6" 5`6' n CURB INSTALLATION PROCESS FOR AC UNITS AND MECHANICAL CENTERS: L THE CURBS FOR THE AC UNITS AND MECHANICAL CENTERS ARE MANUFACTURED BY AES INDUSTRIES AND SUPPLIED BY PUBLIX. 2.THE MECHANICAL CENTER CURBS WILL BE IN SECTIONS THAT MUST BE BOLTED TOGETHER. - (BOLTS ARE PROVIDED BY AES.) THE ASSEMBLY OF THE CURB IS TO BE DONE BY THE STEEL ERECTOR. 3. THE CURBS MUST BE WELDED TO THE STRUCTURAL STEEL FRAMING AS INDICATED IN THE DETAILS ON SHEET S-6. THE STEEL ERECTOR IS RESPONSIBLE FOR WELDING THE CURBS TO THE ROOF FRAMING AS INDICATED IN THESE DETAILS, PRIOR TO WELDING THE DECK ANGLE IN THESE DETAILS. 4. THE HURRICANE CLIPS/BOLTS FOR ATTACHMENT OF THE AC UNITS TO THE CURB ARE PROVIDED BY AES. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ATTACHING THE UNITS TO THE CURBS PER AES AND MANUFACTURER'S REQUIREMENTS. 5. THE STEEL ERECTOR IS RESPONSIBLE FOR WELDING THE MECHANICAL CENTER TO THE CURB PER THE STRUCTURAL DETAILS ON SHEET S-6. NOTES 1. EXTEND JOIST BOTTOM CHORD AS REO'D TO SUPPORT SOFFIT WALL LOCATIONS 2. SEE SHEET S-3 FOR SOFFIT WALL LOCATIONS. 3. FOR ROOF DECK CONNECTION DETAIL, SEE 16/S-7. 4. DESIGN JOISTS FOR THE FOLLOWING LOAD CONDITIONS. - A. UPLIFT PRESSURES AS INDICATED ON 17/S-7 B. ADDITIONAL 100 LB/FT LOAD FROM SOFFIT WALL LOCATIONS (SEE S-3 & A-4) C. CROSS MAIN LOADS AS SHOWN ON S-4 D. ADDED LOADS AS NOTED ON THE FRAMING PLANS E. DEAD AND LIVE LOADS AS NOTED ON SHEET S-1 5. ALONG GRIDS 'F ANO '8": MAXIMUM GIRDER WIDTH = 8' ALONG GRIDS "B" AND "G": MAXIMUM JOIST WIDTH = 6" DESIGN LOAD FOR JOISTS ALONG "B"AND "G"SHALL BE 175 PLF TOTAL,105 PLF LIVE LOAD. (SEE PLAN FOR ADDITIONAL LOADS.) 6. MECHANICAL FRAMING DIMENSIONS ARE TO THE CENTER LINE OF THE STEEL MEMBERS: EXCEPT IF THE OPENING IS NOTED AS "OPEN', THEN THE DIMENSIONS ARE THE CLEAR OPENING DIMENSIONS. 7. ALL GIRDER SEATS SHALL BE 7%2" DEEP. BEAMS MARKED (+2V') ARE DECK BEARING. 8. CONTRACTOR MUST VERIFY ALL FAN OPENING SIZES ON STEEL SHOP DRAWINGS WITH FAN SCHEDULE ON MECHANICAL DRAWINGS, M-3. 1110111I im Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.1 1881 SC. REG. 7477 AL. REG.6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG. 16340 AL REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG.51959 GA. REG. 277AO SC. REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHAN" - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AO85 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTR[CAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THEAPPLICABLE MINIMUM BUILDING CODES co" 1AN 4 12008 PLOT DATE: - 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,464 V112707 DRAWING TITLE: ROOF FRAMING PLAN SCALE: 1 /8 R = V- 0" 10-JAN-2008 11:01 xmwc P:\1200-1299\1245\1245s04.dgn s = of ' 2'-0' MIN. 48 BAR DIA. MIN. LAP (TYP) Q CONTINUOUS CAST -IN -PLACE D ¢ 1 CONCRETE CURB WITH 2 #5 BARS MINIMUM HEIGHT = 6" D c(v Lu D P � VERIFY W/ARCH, P P° P o p o.- o 11 °%° Os°..'° ° REINFORCING TO MATCH SIZE AND VERT. REINFORCING SPACING OF REINF, IN ADJACENT IN CONC.FILL CELLS 12"CMU WALL WITH VERTICAL FOOTING SECTION SEE SHT. S-1 NOTES FOR SIZE &SPACING O5 DOWELS TO MATCH SPACING FILLED CELLS AT VERT.'-,a- 4. ' REINFORCEMENT PER S-1 NOTES OF TYP 12" BLK, WALL ° VERT. WALL REINFORCING. 48. REINFORCING AS REQ'D� CONTINUOUS 8"x8° CAST -IN -PLACE TYPICAL STEPPED FOOTING FIN. FL, 24" #5 CONT. IN FILL CELL EA +0'-0" HORIZ. K.O. COURSE FROM FTG e ` TYPICAL 8'OR 12" (SEE PLAN) MASONRY POUR CELLS W/CONC. WALL W/ HORIZONTAL CONCRETE CURB WITH 1 #5 . SAW CUT EXPANSION JOINTS AT ° %2' EXP. JOINT MATERIAL SEE SHT S-i FOR STEP LOCATIONS AND ELEVATIONS TO PUBLIX FIN. FLR. FROM FTG. TO TOP OF MASONRY REINF° EVERY EACH SLAB JOINT (CUT WITHIN FLR. SLAB. TYPICAL ALL EXTERIOR WALLS OTHER COURSE 24 HRS OF CASTING) a. "s 4" CONIC. SLAB INSIDE t%2' 2'x2'x2' THK. CONT. e STYROFOAM AS %z' EXPANSION JOINT MATERIAL (TYP) 0 0" 4' ° ° ° -0'-(4' WALL FTG 2ND POUR REQUIRED BY LOCAL CODES. ASSEMBLY FIN. FLOOR —, — , .. +0'-8 1 " /2" EXP. JOINT MATERIAL _ D RATING = R-8-8 w a a: g• V' o 1" DIA. WEEP HOLES AT 2'-8' O.C. _ W/ 12"X12" MIRAFI FILTER FABRIC o \ 11 z 2'x2'x2' THK. CONTINUOUS -0'-0' ° n ° ° \D° ° \ ° 4" CONIC. WALKWAY SLAB OUTSIDE 2'x2'x2" THK. CONT, STYROFOAM AS °n - `v s AT EA. HOLE (TYP.) SURROUND WITH ~ -' STYROFOAM AS REQUIRED _ ��� REQUIRED BY LOCAL CODES. ASSEMBLY RATING = R-8.8 w GRADE CRUSHED STONE. REQUIRED WHERE ¢ ;<1 BY LOCAL CODES. N DIFFERENCE BETWEEN FIN, FLOOR AND o o ASSEMBLY RATING = R-8,8 �- � 4' CONIC. WALKWAY 12' CMU '• z17 EXTERIOR GRADE IS GREATER THAN 16". w w¢ SEE SHT S-1 FOR REINFG SLAB OUTSIDE TM ° CONT. o- ° N CD > � SEE SHEET S-1 FOR STEP LOCATIONS WHERE APPLICABLE SIZE AND SPACING ° STYROFOAM %2"JT.W/ PRE-ENGINEERED REQUIRED BY LOCAL d D KEYWAY MATERIAL AND SEALANT CODES. ASSEMBLY , D 30' MIN. LAP FOR 2ND POUR. cc- ° " ° D ° CONC FILLED 12' - p" RATING = R-8,8 SEE SCHEDULE ° ° / SEE PLAN &SCHEDULE CONIC BLK W/VERT REINF PER PLANS. FOR FOOTING REINFORCING ° • d • FTG CONSTRUCTION JOINT 3" CLR. (TYP) ° �. a • FOR SIZE & REINFORCING ° d ` ° SEE SCHEDULE ° o FOR FOOTING ° SEE FOUNDATION PLAN & REINFORCING E FOOTING SCHEDULE FOR o P p FOOTING SIZE & REINFORCING STEPPED FOOTING AND CONSTRUCTION JOINT FOR FTG_ TYPO SECTION AT ATM S-5 SCALE- %z° = F-0" 1 SECTION AT STEP FOOTING AREASr2-*NNT YP, WALL FTG DETAIL 3 STOREFRONT BULKHEAD- 4 SECTION S-5 SCALE: %2" = 1'-0" (USE WHEN TOP OF FOOTING IS LOWER THAN-2'-0") �-5SCALE: 3/" = 1'-0' S-5 SCALE: 3/" = 1'-(�' S-5 SCALE: 3/' = i'-0° HOOK TO BM 8°x6" CAST -IN -PLACE CONCRETE REINF. CURB WITH 1 #5 BAR. SAW CUT VERTICAL R AR EXPANSION JOINTS AT EACH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EACH SIDE 0 - - T GOOF BEAM PERM - - - - - - - - -1 - - - - - - 4 - - - - - - - - - - - - SLAB JOINT (CUT WITHIN /2° EXPANSION JOINT 12 HRS OF CASTING) VERIFY MATERIAL AND SEALANT 30' MIN. LAP OPENING, OF B WITH ELECTRICAL PER PLAN. 1 I PANELLENGTH LOCATIO S. 1 1 EXTEND HEADER a REBAR, EACH SIDE. �-4" +0 8N I I ADJACENT RETAIL BY OTHERS. II CON 5 T K U C T I O N JOINT 5 MAY 6 E LOCATED 4" SLAB -ON -GRADE { I OLINTELR BEAM FOOTING II I (SEE PLAN' AT ANY 5AWCUT (CONTROL JOINT) LOCATION0'-0 FA, CORNER SPLICE BARS e SAME SIZE & QUANTITY II 1 OP ° AS LONGITUDINAL I II I I APPLY BONDING AGENT TO REINF, BARS I I { MAIN SLAB UNDER CURB. REFER TO SECTIONS I AND DETAILS FOR II II II I I I I FIN # 2 4' 1 2 (1) 5 CON5TKUCTION JOINT, PLACE A 5AWCUT AT #4 x 36' SMOOTH ROD 0 24" O.C., CONSTRUCTION JOINT GREA5E END OF ROD FOR SECOND POUR. FILL JOINT WITH LIQUID SEALER 118" 5AW-CUT JT. ° . 2'x2'x2' THK. CONT. STYROFOAM A5 REBAR SIZE & QUANTITY I 1 AFTER 2ND 5LAB POUR. I � WELDED WIRE FABRIC CUT WITHIN 5AME (SEE GENERAL NOTES DAY A5 SLAB POUR. KEQUIKED BY LOCAL CODES. A55EM13LY LONGITUDINAL BARS �) ( - - - - 1 '�'1 #5 1 -"' - - -- - - - - - - - - FOR ALTERNATE.) -` RATING = K-S.S # 1 1 1 5 CONT. K.O. BLK w/ ________ �__I__ __ ___,____ ° A ° D. e3 D ' SEE 5CHEDULE O WALL FTG °. - (ll "5 CONT D:' PERIMETER OF D D p• D D - - - - - - - - >---°-`-p—�—�-� 4_ ° ° ��o L1 ° Q r `n p FOR FOOTING REINFORCING . , ------------------1 ---- -- BUILDING D D, ° A HOOK TO WALL L FTG �' P FTG REINF, SECTION LEVATION CALE: I/4"=1'-10" 2'-O` )`-O' VAPOR BARRIER- (SEE SPECS.) TYPICAL CONTINUITY CORNER I SCALE, /4 =1'-0" FIK5T POUR 5ECOND POU COMPACTED 5UBGRADE 6 �-5SCALE: NONE TYP. MASONRY OPENING REINFORCIN s-5 'C' /T TYP CONST JOINT DTLrq--,JYP SAWCUT DETAIL-rio--,\TYF CONIC. CURB 0 ELEC. FNL FOR SEISMIC CATEGORIES OR 8 cJ-5 SCALE; 1%2' = V-0" S-5 SCALE: 1f2' = 1'-0" S-5 SCALE: 3/' = P-0" 4" SEE PLAN FREEZER DIMENSION FREEZER DIMENSION .� .�— OUT TO OUT OF WALL OUT OUT TO OUT OF WALL FREEZER WALL 1 1 INSIDE FACE OF COOLER SIDE INSIDE FACE OF L FREEZER WALL FREEZER WALL (2) 2'xB" P.T. I i 4'EXTRUDED 2'x8' P.T. THERMAL BREAK POLYSTYRENE INSUL. 4" EXTRUDED (2) 2'x8" P.T. THERMAL BREAK POLYSTYRENE INSUL. 1 I 1 1 4" CONIC. SLAB I 1 MASONRY WALL FACE TO OUTSIDE COOLER WALL DIMENSION SEE PLAN UN (2 LAYERS OF 2" INSUL., UNDER ALL FREEZER WALLS, UNDER ALL FREEZER WALLS. (2 LAYERS OF 2' INSUL., W/6x6 W1.4xW1.4 4 STAGGERED) STAGGERED) I 1 01-0° 0'-0" - 05 HOOKED BAR INTO SLAB FREEZER FIN FL. - - - ° - - - FREEZER - - - - - - - - - MATCH FILLED CELL SPACING- °• °• 1 i SEE DETAIL 9/S-5, IF CONTROL JOINT #5 HOOKED BAR INTO SLAB 6"'° 61 ° ;.° ;.°:, OCCURS AT EDGE OF COOLER WALL. MATCH FILLED CELL SPACING. REQUIRED ONLY WHEN COOLER WALL 4" CONC. SLAB MIN, 24" BEYOND W/6x6 W1,4xW1,4 4' CONC. SLAB MIN. 24' BEYOND W/6x6 W1.4xWt.4 FREEZER OUT °. 1 48' - _._ _ _ _ _ _._ _ _ _ T p r 1 24' TOP/FTG IS LOWER THAN -2'-0" CONIC BLK WALL FREEZER OUT qo o Q J 0�&O p OQ O O O O O O O O O �p0 OooO��o°DoO�p° QO�Oo Oo°Oo Od°O PROVIDE GRAVEL SUBGRADEC��O�C�opO�OO�O O 0 OO O �O Cl ?°p 0 $ O a O 6" DEEP (MIN.)BELOW FREEZERS. ��� O Og O O O O O O O O O �C�pPOo��pO Oo°O PROVIDE GRAVEL SUBGRADEa�0°Oj�O°p OC oo O o o °oQ O o 6' DEEP (MIN.) BELOW FREEZERS. <_ :. ,• .•;' ° o Q o a o o D o0o I i I �OOOQ�Oou 0 O W° O 00 Q 00 1 1 °O 1 I { O �� � 1 1 1 OUTSIDE +0'-0" coNc SLAB 48" 24' , �-o jQ �cO )oU�1�O� o o j�U��O� Ot/� 0 e 4 EXTRUDED POLYSTYRENE INSUL, I 1 I < . a_o—'`�`�-"`� v 4 VAPOR BARRIER VAPOR BARRIER (2 LAYERS OF 2" INSUL., I (SEE SPECS) (SEE SPECS) STAGGERED) PROVIDE GRAVEL SUBGRADE DIM TO OUTSIDE FACE OF COOLER 6' DEEP (MIN.) BELOW FREEZERS. 1 -0" FREEZER FLOOR DETAIL 11 S-5 SCALE: 1" = 1'-O" FREEZER TO COOLER FL. DTL. 13 FREEZER FLOOR DETAIL 12 �-5SCALE- 1" = 1'-0" S-5 SCALE: 1" = 1'-10" TYP. COOLER SLAB DETAIL COOLER AT BLK WALL 14 15 S-5 NO SCALE S-5 SCALE: 1° = 1'-0' CARPET /TILE 0'-0,-0'-03�, VERIFY W/PLAN COLUMN, FTG PAD I JT. t� I HSS COLUMNCONST. SEE DETAIL 8/S-5 I COLUMN FIN. FLOOR (SEE PLAN) BASE PLATE V-2" V-2" BASE PLATE (SEE SCH.) SEE SCHEDULE ON S-i i ANCHOR BOLT (SEE SCHEDJ I. i It4' W/ DOUBLE NUTS & WASHERS HSS COLUMN, SLAB DETAIL TYP Ito' HSS COLUMN I I i BASE PLATE I i SEE PLAN 28" 28" CONCRETE 2' NON -SHRINK GROUT d 16 2" MIN. BASE PLATE (SEE S-t) (SEE SCHED_) ! i x PEDESTAL f °a' ° S-5 SCALE: 3/" = 1'-f�" FIN. FLOOR 1 i 1 I i -0'- 0" 1 1 I I I I _' I I CUT BLOCK WALL AT - 5 BAR CONT. 24"x24" CONIC. PEDESTAL ° PEDESTAL AND BASE PLATE, AS REQ'D. COLUMN W/4#8 DOWELS &#3 TIES AT 12" O.C. (2 #3 TIES TOP) ° , ANCHOR BOLTS z ° I 2-1 2' GROUT o -4i ANCHOR BOLTS WITH DOUBLE w NUTS AND WASHERS. (SEE S-ll 30 CI � 28'x 28'PEDESTAL " W/ (4) #6 HAIRPINS ® ® 3 (SEE SCHJ 4 (2 E.W.) & #3 TIES 28'x28" CONC. PEDESTAL D° # 2' COVER I W/4 6 HAIRPINS (2 E.W.) & @ 10" O/C (2 MIN.) P (' • .:' °!' ° w WALKER DUCTS EITHER WIRE MESH ABOVE SINGLE OR THREE DUCTS & BELOW DUCT TO TIES #3 TIES @ 10" O.C. (MIN 2) >. °7 ° ,' ° •° ' , o, PLACE WWF AT TOP OF FTG, L _'-j L- ° e z d , ° 2' MIN.COVER I a ° A5 REQUIRED PER 5CHEDULE. WALL FTG. BEYOND ° - TO TIES PLACE WWF AT TOP OF FTG, VERTICAL REINF. SPACING PER PLANS � A5 REQUIRED PER 5CHEDULE. 28' n � THRU PAD)EBAR (SEE PLAN) THRUNDTHEOCONOCREA E PEDOEST ALT BELOW. o• TOP OF FTG, ( ° °. (SEE PLAN) --- -----a--=-- ° 4 ° °I• _ RE -POUR 3, LR ° D i De ° " D D ° a -.--e4= tom✓ -_-�.% . ; 4" CONC. SLAB FTG. AS SCHEDULE COL. & FTG. d n d n n I n n COL. & FIG. THIS AREA ' ° D ° 2'-6" FOR (3) DUCTS �, "� 21 IF SECTION DOCK COL SEEIELECTORICALDUCT PLANS FOR LOCATION & QUANTITY 12' FOOTING PAD (SEE PLAN) OJ-5 SCALE: �" = 1'-0' WALKERDUCT DETAIL 20 COLUMN AT EXT. WALL 17 1"= 1'-0" TYF, INTERIOR STL. COL. FTG. 1g COLUMN AT EXT. WALL- SCALE:3/"= 1'-0" �-5SCALE: ,8 5.5 5-5 SCALE: 3/4" = 1'-0" 5-5 SCALE: 3/4" = 1'-0' P u b 11* xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA REG.11881 SC. REG.7477 AL REG.623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. 45277 GA. REG. 020251 $C. REG.16340 AL REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL, REG. 51959 GA. REG. 27740 SC. REG.21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG.A3089 GA. REG.021246 SC. REG. 16521 AL REG. 20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG. 28469 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG, 025436 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN . INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES Ic "j-f-C) t PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: SECTIONS AND DETAILS SCALE: AS NOTED S-5 of 9 10-JAN-2008 11.01 xmwc P:\1200-1299\1245\I245s05.dgn A/C UNIT OR ERV HURRICANE BRACKETS I CURB BY AES INDUSTRIES — — — — — — — — — — — — — A/C UNIT I _ _ _ _ _ _ I I A/C UNIT PROVIDE[) 15Y I AE5 INDU3TKIE5. I I I °•. °-.;° (2) 3/° DIA. A36 THRD ROD, DRILL AND EPDXY AT EACH L 3'x3'x%' DECK ANGLE FLUSH AGAINST CURB. I HURRICANE CLIPS ( WELD L4x4x1/4 ON ( TOP OF STUB COLUMNS. ( I _ _ _ = CURB BY AES INDUSTRIES — 5/ DIA. PUDDLE ( I FRAME, (USE A SCREEN SLEEVE ° >. IF CELL IS NOT FILLED.) (PLACE CURB BEFORE INSTALLING DECK ANGLE) I I PROVIDED BY AES I INDUSTRIES. I I WELD DECK TO ( � 5/" DIA. PUDDLE WELD z ANGLE @ 6 O.C. 6" O.C. (TYP. «z CURB TO ,. •;,. :, (2) STEEL ANGLE FRAMES 24" CLEAR —__-- _—_— —_ — ( HURRICANE CLIPS I-- ----- —____ = _====PROVIDED BY AES AROUND OPENING. I o ( ANGLE CONNECTION) I N>- ( MADE WITH L 3x3x3/16, SHOP WELDED. _ •" Cn DIA. PUDDLE WELD I I CURB BY AES I INDUSTRIES. rYP ; @ G' O.C. (TYP. @ CURB TO I TUBE CONNECTION) , z INDUSTRIES M o L� N DIA. PUDDLE WELD w I I iv m CLEAR DIMENSION (SEE PLAN) I @ 6' O.C. (TYP. @ CURB TO o I I N BEAM CONNECTION) - - - - - - - - - - - - - - - - - - - - EMB D; e WATER TANK PLATFORM: N Q T.O. BEAM- I WELD ROOF DECK TO %g" PLYWOOD SHEATHING STEEL JOIST �, CLEAR DIMENSION (SEE PLAN) �,15T END 15 (2) 3" DIA. STUB COLUMNS T.o. JOIST STEEL BEAM WITH ( PUDDLE WELDS @ 6' O.C. WITH BASE PLATES WITH (5) 1112 TEK SCREWS AT EACH ANGLE FRAME. SEE SHEET 5-4 B�AM CENTERLINE TYP). /4 x 6 x 6'. WELD TO FRAMED OPENING WITH STL. JOIST BE HSS 2�2 x2/DISTABETWEEN 7 ROOF BEAM.6' TYP L 3%2'x31/2"xY8" BETWEEN - ° ° "° 12'-(Zje JOIST SEA. JOISTS (SEE ROOF FRAMING PLAN) SEE PLAN STEEL BEAM JOISTS. STEEL BEAM 5EE SHEET 5-4 STL. JOIST 2 -0, ;< 6EE SHEET 5-4 STEEL BEAM ( 12' CMU WALL STEEL BEAM i y CENTERLINE DIM.(SEE PLAN) I, SEE SHT. S-4 VARIES SEE SHT. S-4 SEE SHT. S-4 PROVIDE BOLT HOLE5 IN TOP FLANGE OF 51EEL SEE PLAN SEE PLAN S-4 01 CLEAR OPENING BEAM, A5 REQUIRED FOR J015T ERECTION. SECTION FOR WATER TANK SECTION AT AC UNIT 4 SECTION AT AC UNIT r2 SECTION AT AC UNIT 3 S-6 SCALE: 3/° = 1'-0' 1 S-6 SCALE: 11,2'=1'-0" S-G SCALE; 3/' = 1'-0" S-6 SCALE: 3/" = 1'-0" • — — — — — — — —— — — — — — — PECURB SECURE EQUIPMENT 1 I I WITH TRAXX 2-24x7/8° I — — — — — — — — — — — — — — — _ SELF DRILLING FASTENERS ' AT 6' O.C. (TYP) I PRE -FABRICATED MECHANICAL I I i I CURB BY OTHERS CENTER BY HILL/PHOENIX I I SECURE CURB TO C4x5.4 WITH 3/4' LONG #12-14 REFRIGERATION SELF DRILLING FASTENERS I CONDENSOR. SEE — — — — — — — — — — — — — — — — — — — — — — — I I ROOF DECK WELD TO AT G" O.C. OR APPROVED EQUAL REFRIGERATION SHTS. 2@12" TYP CHANNEL WITH PUDDLE L _ - — — — — — — — — — — J 2° EXTENTION PL CONT WELDS @ 6' O.C. SEE PLA L CONE. AROUND PRE -FABRICATED MECHANICAL CENTER AND CURB I ( C4X5.4 OPENING SIZE WELD TO BOTT LEG OF TYP DOCK CANOPY. DOCK CANOPY. WELD TO L 3'x3'x%" DECK ANGLE ( I �/$' DIA. PUDDLE WELD SEE SCHEDULE ON M-3 SHEET CHANNEL FOR DECK FRAME TO BE LEVEL 1 s' TOP/BEAM = 24'-2` TOP OF JOISTS. FLUSH AGAINST CURB. @ 6' O.C. (TYP. @ CURB TO BEAM CONNECTION) BEARING. C7 X 9.8 MECH C R BASE CHANNEL BY HILL/PHOENIX I TYP (PLACE CURB BEFORE MECH CTR BASE CHANNEL BY HILL/PHOENIX ( — — — — — — — — — — CHAFIELD LT O SEE PLAN EACH SIDE OF JOIST SEAT " 2°@12' LEVEL INSTALLING DECK ANGLE) LEVEL ------ — -- — — _ _ rOPNOFLPOC. d his, 2. -------------------- — z� ------------------ (TYPICAL) o � I I � m CURB BY AES INDUSTRIES TYP 3° DIA STD. o z w " DIA. PUDDLE WELD CURB BY AES INDUSTRIES I °' @ 6° O.C. (TYP. @ CUR TO BEAM CONNECTI N) N TYP his 3° w 3�s' 2�12' ------ L 3%2'x3"%2°xl/" AT STUB P.C. — SEE ARCHITECTURAL DWGS FOR FLASHING Mg-1 I BRG FRAMED OPENING. ONLY TYP �, 12'-0' Joisr END is 1" PAST his REQUIRED TO SPAN6' x 6" X�g— r - _ _ WELD ROOF DECK TO ----- BEAM CENTERLINE. (TYP). BETWEEN JOISTS. PLATE _ TOP OF ROOFING MATERIAL — — — — — — — — — — — — STEEL STL BEAM WELDS @[D OPCDDLE I +' L 4x4x1/4x CO H D o W/3/" DIA. A36 T15 AROUND OPENING. STL BEAM o ROD 24 O/C (EMBE - JOIST �,_ TYP USING HILTI HYHO HSS 2V2"x2%2'x1f' BETWEEN STEEL JOIST S° ADHESIVE ANCHORS. JOIST SEATS TO SUPPORT CURB. STEEL BEAM (SEE PLAN) SEE PLAN FOR DISTANCE BETWEEN SEE SHEET S-4 SEE PLAN I JOISTS. BOND SEAM LOCATE TUBE ON BEAM CENTERLINE. J i.J SEE PLAN AND SCHED. SEE PLAN S-4 FOR FLORIDA STORES ONLY: STRUCTURAL STEEL IN THIS DETAIL PROVIDE BOLT HOLES IN TOP FLANGE OF STEEJ OPENING DETAIL SHALL BE HOT -DIP GALVANIZED.ROOF BEAM, AS REQUIRED FOR JOIST ERECTION. FOR FANS.,VENTS & DOCK JOIST BEARING- SECTION AT BENCH q CTION AT MECHANICAL CENTERSREFRIGERATION tl_6�5SECTION AT MECHANICAL CENTERS PITCH PANS S-6 SCALE: 11/2'= 1'-0" S-6 SCALE: 3/a' = 1'-0° S-6 SCALE: ,` = 1'-0" S-6 SCALE: 3/4' = 1'-0' S-6 SCALE: 3/4' = I`0' HOOKED DOWELS HOOKED DOWELS THE RAKED PARAPET BEAM (PB-2)CAN BE REMOVED VERIFY W/ WHEN THE SIDE PARAPET IS HIGHER AND IS SHOWN HOOKED DOWELS SHOPPING PB-1 IN THE THE DEVELOPER'S ENGINEER DRAWINGS. (2) #5 CONT. L4x4x3/8 x CONT. W/ VERTICAL TOP/PARAPET =SEE PLAN CENTER DWGS, ° LONG -SLOTTED HOLE AND 3/4"DIA. �� D. HEADED ANCHOR @ 2'-6' O.C. SEE BELOW 1%a" B" 1%2" METAL ROOF DECK L4x4x3/8 x CONT. W/ VERTICAL STEP BOND BEAM AS SHOWN VARIES ON EXTERIOR ELEVATIONS, SHEET A-7 PB-3 ° 7 (8' EMBED) D LONG -SLOTTED HOLE AND 3/' DIA. °. °: . °=' °" °" NO ALTERNATE BOLT CONNECTION ALLOWED. ° 8'WIDE x 2%2' HIGH 1/4" X 1%2° TAPCONS D HEADED ANCHOR @ 2'-G' O.C. L4x4x3/8 x CONT. W/ VERTICAL PB-2 SCUPPER (8" x 32") POCKET EMBED BEYOND D 6' O.C. AT DECK D (8" EMBED) LONG -SLOTTED HOLE AND 3/" DIA. PER ARCH. DETAILS I ' OIA. X 20" LONG o L 4x4x1/4x0'-8' WITH EDGE NO ALTERNATE BOLT CONNECTION ALLOWED. DISTANCE FROM 8" TO 1B" DEEP HEADED ANCHOR v 2'-6' O.C. AND ROOF PLAN A36 BAR (2) 3/8" DIA. H,S.A. T/ JOIST TO PARAPET BEAM (8" EMBED) (ALTERNATE: 1f2" SQUARE) ; HOLE IN BLOCK T/ WALL TO NO ALTERNATE BOLT CONNECTION ALLOWED. REMAIN CONSTANT . ° ° �° 3/16' 2' 0 24' SECTION L 4x4x3/8 @ ROOF o I _ V FOR ANCHOR BOLT @ 24" , 777, @ EA. JST. 3/i6° TOP/JOIST - 20'-0' _ - 3h6' 2" 0 24' 2° RB-2 i • 0 X2.5 T/ JOIST = °- - = = RB-3 VS3 JOIST RB-4RB-4 3/" 24'-0" 8" 2' TYP. • • •, L 3x3x1/ Wf DIA. EPDXY BOLTS • '01 ANCHOR BOLT Q 2'-6' O.C. (3 TOTAL) (EMBED = 6") RB-1 LOCATION A " GAP JOIST D JOIST o • BRIDGING PER SJI 8" CMU WALL W/ VERT. BARS REQUIREMENTS (TYP) ° @CORNERS, SIDES OF OPENINGS AND AS INDICATED ON PLANS. BRIDGING PER SJI JOIST REQUIREMENTS (TYP) LOCATE SPLICE 12' CMU WALL, SEE PLAN BETWEEN ANCHOR FOR REINFORCEMENT GIRDER BOLT SPACING SEE DECK ANGLE SPLICE SEE DECK ANGLE SPLICE e DETAIL 13/S-6 SEE DECK ANGLE SPLICE DETAIL 13IS-6 ELEVATION DETAIL 13/S-6 rio—SECTION @ FRONT- SECTION Cd SIDES r,2-- SECTION @ REAR_ ROOF DECK ANGLE SPLICE SECTION AT RISER ROOM 11 13 14 -6 SCALE: 3/" = 1'-0" S-6 SCALE: 3%4" S-6 SCALE: 3/4' = 1`121" S-6 SCALE. 3° = F-0` S-6 SCALE: 1%2" = 1-0" JOISTS JOIST GIRDER 3/4' BEARING PLATE NOTES (A)THE STANDARD CONNECTION FOR JOIST GIRDERS TO COLUMNS IS 1Y16'SLOTS NOTES FOR 3/" A325 BOLTS IN GIRDER SEAT CONNECTION. WHEN DESIGN WIND SPEED IS 140 18 GAGE TRACK OR 146 MPH (SEE S-D,INCLUDE A / WELD (2"LONG) EACH SIDE OF SEAT. (4)#12 SCREWS AT EACH JOIST (A)JOISTS ARE CONNECTED TO THE GIRDER BY WELDING, EXCEPT THE JOIST AT (OR NEAREST) (B)JOIST GIRDER BOTTOM CHORD STRUTS SHOULD NOT BE WELDED TO THE STABALIZER PLATE ON THE COLUMN. 3/° TOP PLATE W/3/" DIA. A325 BOLTS. (IF WIND SPEED IS 140 OR 146 MPH, %2"WEB (2 TOP, 2 BOT) TYP. THE COLUMN SHALL BE BOLTED. ALSO, JOISTS SPANNING 40 FEET OR MORE SHALL BE BOLTED TO THE GIRDER DURING ERECTION, PER OSHA CONSTRUCTION STANDARDS, AND THEN WELDED. (C)JOISTS ARE CONNECTED TO THE GIRDER BY WELDING, EXCEPT THE JOIST AT (OR NEAREST) ADD. WELD ON EACH SIDE OF BEAM SEAT.) STIFFENER (2) HILTI X-EDNI-16-P8 @ 12" O.C.(MAX.) 3i,6 t" MINIMUM WELD FOR JOIST SEAT SHALL BE FILLET WELD, 2' EACH SIDE. THE COLUMN SHALL BE BOLTED. ALSO, JOISTS SPANNING 40 FEET OR MORE SHALL BE BOLTED (BEAM CONNECTION, ATTACH TRACK TO TUBE. 5 TO THE GIRDER DURING ERECTION, PER OSHA CONSTRUCTION STANDARDS, HSS � � ON OPPOSITE FACE) TOP/TUBE = 10'-9" WELD L21/2x21/2x1/4" EQUIPMENT CUKB FROM LOCATION OF (B) AT COLUMN LOCATIONS, PLACE STABILIZER PLATE ON COLUMN BETWEEN JOIST BOTTOM CHORD ANGLES TO STABILIZE THE BOTTOM CHORD LATERALLY, DO NOT WELD JOIST BOTTOM CHORD (D)JOIST GIRDER BOTTOM CHORD BRACES BY MFG. MAY BE EITHER WELDED OR BOLTED POINT LOAD, ECT. LOAD t0 NEAKE5T TO STABALIZER PLATE. FOR JOISTS GREATER THAN 22' DEEP, USE 3/" PLATE, OTHERWISE USE %2' PLATES. TO THE GIRDER, BUT ARE ALWAYS WELDED TO THE JOIST. tPROVIDE AT MIN OF N PANEL POINT (ON OPP. CHORD OF J015T) (G JOIST GIRDER BOTTOM CHORD BRACES BY MFG. MAY BE EITHER WELDED OR BOLTED TWO JOISTS PER GIRDER/BEAM AT 1/3 POINTS) TO THE GIRDER, BUT ARE ALWAYS WELDED TO THE JOIST. (PROVIDE AT MIN OF rl5ABEAM T O HSCOLUMN S - rW0 JOISTS PER GIRDER/BEAM AT 1/3 POINTS) I (c) NOTE: PLATE SIZES AND CONNECTIONS TO BE DETAILED BY STEEL FABRICATOR 1/3 LENGTH OF 1/3 LENGTH OF (A) ',�—(B) I (A) %2' PL. TYP HSS 8x3x3/6 5' OK GRE K 5' OR GREAT K STEEL J0I5T WELD WELD I JOIST JOIST GIRDER JOISTS BEARING PLATE ' GIRDER OR 1/ � � I " STIFF PLATE AT COLUMN CAP PLATE 8" (18 GA.) 2" FLANGE CHANNELS (SEE PLAN) WELD L21/2x21/2x1/4" NOTE FROM LOCATION OF BEAM I 4 BY STEEL FABRICATOR. LOAQ TO NEAREST KEOT) STIFFENERS NOT PANEL POINT ION DPP. p01Nt LOAD KEQ`D FOR POINT LOADS CNOKD OF JOIST) BOTTOM CHORD BRACE PLACEMENT: ' 1. WELD AFTER ROOF DEAD LOAD IS IN PLACE. BOLTED CONNECTION (C) A250 L85 0 TOP CHORD .100 05 0 BOTTOM CHORD S 2. REFRIG. L[NES SHALL BE PLACED SO THAT THEY DO NOT INTERFERE WITH WELD WELD BOTTOM CHORD BRACES, JOIST GIRDER 3/' STABALIZER (g) PLATE Ile WELDED CONNECTION (C) HSS COLUMN TYPICAL JOIST STIFFENER LOCATIONS : KCS JOIST POINT LOADS,WATER MAIN CONNECTIONS, Viz" WEB CURVED SOFFIT WALL POINT LOADS,SOFFITS PARALLEL TO JOIST POINT LOADS. STIFFENERS , EACH FACE 3/" TOP PLATE W/3/' DIA. A325 BOLTS. (IF WIND SPEED IS 140 OR 146 MPH, HSS ADD WELD ON EACH SIDE OF BEAM SEAT.) I � SECTION AT ENTRY �6 S-6 rl TYP JOIST STIFFENER DETAIL GIRDER TO TUBE STEEL COLUMN SCALE: 2' = 1'-0° �_,SCALE. NONE (WHERE POINT LOADS OCCUR BETWEEN JOIST PANEL POINTS) GIRDER BOTTOM CHORD BRACE S-6 18 15 BEAM TO HSS COLUMN S-6 S-6 NOTE: PLATE SIZES AND CONNECTIONS TO BE DETAILED BY STEEL FABRICATOR Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6MS295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811331 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL, REG. 6234 TN.REG.103497 JOHN W. KITCHENS, PE CML/STRUCTURAL-FL. REG.45277 GA REG. 020251 SC. REG.163AO AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 5 1959 GA REG.277AO SC.REG.21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG.A3889 GA REG.021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG, 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AG85 GA. REG.025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59A22 GA REG.31A92 SC.REG.25290 AL. REG. 28079 @C COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES 11� PLOT DATE: REVISION DATA: #12AS (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: SECTIONS AND DETAILS SCALE: AS NOTED of---! 10-JAN-2008 11:00 xmwc P:\1200-1299\1245\1245s06.dgn r---,------�--- ----,- Izll_ 1 I I 1 I • SEE SHT.S-1 FOR TYP. REINFORCING TO EXTEND FROM FTGS TO VERTICAL REINFG SIZE AND ROOF OR PARAPET BEAM AS REO'D. SPACING. PROVIDE HOOKED AT MASONRY OPENING LOCATIONS, DOWELS AT FTGS AND TIE REINFG TO EXTEND FROM LINTEL TO ROOF BEAMS. OR PARAPET BEAM AS REO'D. HOOK REINFG I TO FTG AND BEAM T AT TERMINATIONS. S EEL I ALTERNATE INTERLOCKING MASONRY BLOCK COURSES HORIZONTAL JOINT REINF.(9 GAGE) LADDER TYPE @ 16" O.C. (VERT.) 1 CORNER WALL DETAIL S-] SCALE: 3/4' = V-0" REINFORCING TO EXTEND FROM FTGS TO ROOF OR PARAPET BEAM AS REO'D. AT MASONRY OPENING LOCATIONS, HORIZONTAL JOINT REINF,(9 GAGE) REINFG TO EXTEND FROM LINTEL TO ROOF LADDER TYPE @ 16" O.C. (VERT.) OR PARAPET BEAM AS REO'D. HOOK REINFG TO FTG AND BEAM STEEL AT TERMINATIONS. I 6 I I I I I I I I I I I I I I m } PLACE MASONRY IN A RUNNING 1- SEE SHT. S-1 FOR TYP. VERTICAL BOND PATTERN (TYPJ WALL REINFG SIZE AND SPACING. 4 TYPICAL WALL DETAIL S-7) SCALE. 3/4"::: 1'-0" %2" DIA. BOLTED CONNECTION AS SHOWN; TACK WELD STEEL JOIST L 3"x3'x1/4" @ 5'-0" O.C. (MAX.) OR %2" DIA. x 8" LONG HANGING BOLTED CONNECTION, WHEN CHANNEL IS AT BOTTOM OF JOIST ELEVATION. I � o� ♦ �� C4x5,4 WITH SLOTTED HOLES, o NOTE: CHANNEL MAY BE INVERTED o 0 TO AVOID INSET OF STUD TRACK. 0 STUDS (SEE ARCH. DETAILS) o� 18 GAGE STRAP �♦ @ 48' D.C. (MAX.) /o OVER CHANNEL W/ (6) #10 SREWS �� 30, (3 E.S.) INTO STUD Mai PROVIDE CONT. LATERAL BRACING BETWEEN STUDS ABOVE THE LOCATION OF THE KICKER. ! 1 / 1 1 1 1 1 1 1 I I KICKER BACK TO JOIST BOTTOM 1 a I CHORD OR ADJACENT STUD WALL In 48' O.C. MIN. (MATCH STUD SIZE LIGHT GAGE AND GAGE) STUDS (3) 1110 SCREWS o � o0 ♦ SEE ARCH. DETAILS �' � .�--.� "III SOFFIT DETAIL (PARALLEL TO ROOF JOISTS) NO SCALE PER HIGH VELOCITY HURRICANE ZONE (FBC 2122.6.5.5): MAXIMUM FILLED CELL LIFT HEIGHT SHALL BE 4'-0". FINAL POUR HEIGHT SHALL BE AS NOTED IN THIS DETAIL. I I 11iI I I 1 1 i I I ( I 1 I I I I I I I 1 1 1 I I I I I I I I i l i t i I I I t I I 1 1 t I l l l t I I I t 1 I I 1 I 1 I I 1 1 1 I i l t l I i l l l i t 1 t l ! I 1 1 1 I I 1 1 1 I I 1 1 1 I I 1 1 1 I I I STOP UR 2' BELO COURSE L NE D D MASONRY REINFORCEMENT LAP REQUIREMENTS: z 115 = 32" (FOR FBC, USE 30') O7 Q 116 = 52' (FOR FBC, USE 36') #7 = 61" (FOR FBC, USE 42") ONLY USE MAX POUR HEIGHT FBC LENGTHS ARE FOR WHERE CLEAN -OUTS CAN BECD FLORIDA ONLY, HIDDEN FROM INTERIOR AND = EXTERIOR VIEW. (LE. BELOW 3 GRADE OR EXTERIOR FINISH) 0 CL I- x 0 w 2: _ 0 a 3'x3" (MIN.) CLEAN -OUT HOLE.REMOVE ALL OVERHANG MORTAR AND DEBRIS FROM STD ACI HOOK WITHIN CELL TO BE FILLED TOP OF END. A� 7\ p D D D D p p D D D D D p p A A 0 A a 0 D D D a A A ' D p NOTES: 1. SEE PLANS, SECTIONS AND NOTES FOR LOCATIONS) OF FILLED CELLS AND FOR REINFORCING, 2. CONCRETE FOR FILLED CELLS: STRENGTH = 3000 PSI MIN. @ 28 DAYS (NO FLY ASH) MAX. AGGREGATE SIZE: 3/g' (PEA GRAVEL) SLUMP = 9' +/- 1' SUBMIT MIX DESIGN FOR REVIEW BY THE ENGINEER. DO NOT USE THE SAME MIX DESIGN AS FOR OTHER CAST -IN -PLACE CONCRETE, 3. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR TO COMMENCING GROUTING MASONRY LIFT DETAIL SCALE: 3/4' t�)I] ALTERNATE INTERLOCKING I a MASONRY BLOCK COURSES t I � I VERT. REINFORCING TO EXTEND FROM FTGS TO • • I i ROOF OR PARAPET BEAM AS REQ'D. AT MASONRY OPENING LOCATIONS, VERT. REINFG TO EXTEND FROM LINTEL TO ROi , 11 - - - - -- - - - I - OR PARAPET BEAM AS REO'D. HOOK REINFG 0 I l� I TO FTG AND BEAM STEEL AT TERMINATIONS. - - - - - - SEE SHT. S-1 FOR TYP. VERTICAL REINFG SIZE AND I SPACING. PROVIDE HOOKED DOWELS AT FTGS AND TIE HORIZONTAL JOINT REINF.(9 GAGE) BEAMS. LADDER TYPE Q 16" O.C. (VERT.) 2 TYP. INTERSECTING WALL DETAIL SCALE; 3/4" = 1'-0' REINFORCING TO EXTEND FROM FTGS TO ROOF OR PARAPET BEAM AS REO'D. 1 • , I AT MASONRY OPENING LOCATIONS, REINFG TO EXTEND FROM LINTEL TO ROOF I I I OR PARAPET BEAM AS REO'D. HOOK REINFG I • I I TO FTG AND BEAM STEEL AT TERMINATIONS. SEE SHT. S-1 FOR TYP. VERTICAL REINFG SIZE AND SPACING. PROVIDE HOOKED DOWELS AT FTGS AND TIE BEAMS. TYP MASONRY OPENING DETAIL SCALE: 3/" = 1'-0" SEE 1/S-7 FOR STRAP ATTACHMENT REQUIREMENTS. STEEL JOIST %2' DIA. BOLT @ EACH JOIST (TYP.) 1 ONLY WHEN THERE IS A CONFLICT i C4x5.4 WITH SLOTTED HOLES. I WITH A PANEL POINT, A TACK WELD I NOTE: CHANNEL MAY BE INVERTED 1 ON EACH SIDE OF THE CHANNEL MAY I TO AVOID INSET OF STUD TRACK. BE SUBSTITUTED FOR THE BOLT. F 1 1 1 I 30- MLW STUDS (SEE ARCH.OETAILS) 1 1 JOIST I PROVIDE CONT. LATERAL BRACING 1 BETWEEN STUDS ABOVE THE i 1 LOCATION OF THE KICKER. 1 1 1 1 1 KICKER BACK TO JOIST BOTTOM i 1 CHORD AT EACH JOIST LOCATION. i 1 , MAXIMUM SPACING @ G'-O" O.C. I I 0 (MATCH STUD SIZE AND GAGE) 1 I j (3) #10 SCREWS I 1 I------- CHANNEL I-----� - - - - - - - - - - SEE ARCH. DETAILS SOFFIT DETAIL (PERPENDICULAR TO ROOF JOISTS) NO SCALE 12"x16" CONC BM WITH 2#8 TOP & BOTT. AND #3 STIRRUPS AT 8' O.V CPEN ''12"x16" MASONRY COL ' W/ 4#7 VERT W/ 2 EACH CELL BLOCK INFILL WITH VERTICAL REINFORCEMENT SPACED PER PLANS. DOWEL INTO HEADER BEAM AND WALL FOOTING. FILLED CELL 12'-0' WIDE MAX. FIN 'FLOOR -------- =-rr-- ---- WALL FTG----------J- I------- -t HOOK TO WALL FTG REINFG 1"1 nr1A I/"%T /'1t"1rA ITA In SCALE: 1/4" = 1'-0' w 0 c� HSS COLUMN 0 JOIST %` BENT PLATE EACH FACE (WELD TO COLUMN) w 0 I - co CD PRE -NOTCHED CONC MASONRY OFFSET CONTROL BLK.TYP. AT CONTROL JOINTS JOINT TO END OF RUBBER CONTROL JOINT HEADER WHEN WITH BACKER ROD ADJACENT TO OR AND SEALANT OVER AN OPENING. ♦ �i�� .O�i ►♦i! ►. �i♦i ,.� i♦i♦i...�♦....♦♦ill ►� • • �♦i II s II •AIL �Oi • 0 •� � i♦i♦i•.e .v♦i...♦♦i� �♦i •♦ ��♦� Li • e� • �♦ ► �i♦i...:! 1 -- - -- - - CONTROL JOINTS DOQN (2) #7 IN FILL CELLS EXTEND THRU TIE BEAMS, (1 EACH FACE OF CELL) BOND BEAMS OR HEADERS. TYP CONC.MASONRY BLOCK DO NOT PLACE C.J.OVER OPENINGS. TYP. MASONRY CONTROL JOINT SCALE: 3/" = 1'-0" 12' BLK. WALL PROVIDE 12'x14' MIN. BEAM AT EXTERIOR DOOR OPENINGS. #3 TIES AT 12' O.C. (6`0' MAX. SPAN) 4' TO 3%2' CONC. SLAB W/#5 AT 6" TOP AND #5 AT B' BOT. (TRANS). 2 115 #5 AT G' O.C. 2 #5 NOIL SEE ELEVATIONS 3/ GRIP 2'-0' EXTEND EYEBROW AND HEADER MIN. 8'BEYOND DOOR OPNG. METAL DOOR MRAMEESEE SHT A-2 TOP/COLUMN = 23'-0" 1 I t I t t I L3x3xl/4 BETWEEN BOTTOM CHORD OF ADJACENT JOISTS. WELD TO JOIST AT EACH END AND TO COLUMN AS SHOWN. I BOT/ANGLE = 21'-11' (APPROX.) i I 1 I I I I i I I I 1 I �s° 4° n w ANISE CHANNELS. NI-16-P8 TO EACH SIDE FOR WINDOW HEADER. BOT/CHANNELS = 15'-G" (VERIFY) DETAIL 12 SECTION S-7SCALE: 1" = 1'-0. 2'-6' I I 1%2" DIA., SCH. 40 PIPE (1.9" O.D.) FOR MUSAK DISH i 1 21/2" DIA., SCH, 40 PIPE t I 1 (2.875" O.D.) FOR { WELD CAPS AT ENDS LOTTO DISH TS 5x3x G I I I PAINT ALL EXPOSED STEEL WITH OF PIPE/TUBE.(TYP) II I I RUST INHIBITING PAINT. JOIST L 4'x4'x3/8" FRAMED 134' DIA., SCH 40 PIPE AROUND PIPE COLUMN. SHALL BE WELDED ALL S - 7 AROUND TO ANGLE SUPPORTS. 13 DISH FRAMING PLAN -7 f SCALE: 3/4" = V-0" 1 1 I I I LL A -1 L I - ------ - - - - - -- _ PROVIDE (2) 1" I.D. PIPE FOR CABLE ACCESS, I 1 PIPE SHALL BE WELDED ALL BEND DOWN I I AROUND TO SUPPORT. (TYP) III ANGLE BEARING ON JOIST ICI PUDDLE WELD METAL DECK WELD TO JOIST i I i TO ANGLES. m I TOP OF JOIST I GIST L 4'x4"x3/8' - WELD TO ANGLE DIS T ,L. I I ! 1 LcI 4' DIA. SCH. 40 PIPE (OD=4.59 I I HSS COLUMN _ BEYOND ICI i I , 3/8" BENT STL PLATE WELD TO COLUMN & i STL PIPE %'STL BOTTOM PLATE FULL WELD CUT TO FIT I %"STL PLATE EACH FACE (WELD TO COL) 2' DIA. HOLE 13A SECTION FOR CABLES S_7 SCALE: %' = l'-0" GENERAL NOTES DESIGN LOADS 1. DEAD LOADS, LIVE LOADS AND WIND LOADS ARE SPECIFIED ON THE PLAN SHEETS. 2. THIS STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH LATEST EDITION OF THE FLORIDA BUILDING CODE, INTERNATIONAL BUILDING CODE AND STANDARD BUILDING CODE. CONSTRUCTION SAFETY THESE DRAWINGS 0 NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. 1. ESE D GS D 0S E CONTRACTOR A R IS SOLELY RESPONSIBLE FOR ENSURING SAFETY DURING CONSTRUCTION, AND FOR CONFORMANCE TO ALL APPLICABLE OSHA STANDARDS. JOBSITE VISITS BY ENGINEER/PUBLIX REP. SHALL NOT CONSTITUTE APPROVAL, AWARENESS OR LIABILITY FOR ANY HAZARDOUS CONDITIONS. 2. DO NOT OVERLOAD ONE SEGMENT OR SPAN OF A BEAM CONTINUOUS OVER SEVERAL SUPPORTS. BEAMS SHOULD BE LOADED AS GRADUALLY AND EVENLY AS POSSIBLE UNTIL THE FULL LOAD IS IN PLACE. 3. ERECTION SEQUENCE SHALL BE DETERMINED BY THE CONTRACTOR, AND SHALL NOT CAUSE OVERSTRESS OR EXCESSIVE DEFORMATION OF STRUCTURAL MEMBERS. 4. NO PROVISION HAS BEEN MADE IN THE STRUCTURAL DESIGN FOR TEMPORARY CONDITIONS OCCURING DURING CONSTRUCTION, UNLESS NOTED SPECIFICALLY ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING REQUIRED TO RESIST STRESSES OR INSTABILITY OCCURING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILTY FOR SUCH MEASURES. 5. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES, DRAWINGS AND SPECIFICATIONS 1. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. 2. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS. 3. THESE GENERAL STRUCTURAL NOTES ARE INTENDED TO EMPHASIZE CERTAIN INFORMATION MORE COMPLETELY DISCUSSED IN THE PROJECT SPECIFICATIONS (PM SHEETS). THE CONTRACTOR SHOULD BE FAMILIAR WITH THE REQUIREMENTS AS STATED IN THE SPECIFICATIONS. FOUNDATIONS 1. FOUNDATION DESIGNED FOR THE SOIL BEARING PRESSURE AS DESCRIBED IN THE DESIGN CRITERIA. IF CONDITIONS AT THE SITE DO NOT PROVIDE THIS MINIMUM VALUE, NOTIFY PUBLIX STRUCTURAL ENGINEER IMMEDIATELY. 2. FOUNDATION SIZES SHALL NOT BE REDUCED FOR ANY REASON, EVEN IF HIGHER SOIL BEARING VALUES ARE ACHIEVED. 3. TOP OF ALL FOOTINGS TO BE A MINIMUM OF 24" BELOW FINISHED FLOOR. 4. PUBLIX REQUIRES THAT MAXIMUM TOTAL SOIL SETTLEMENTS NOT EXCEED 3/4' AND MAXIMUM DIFFERENTIAL SOIL SETTLEMENTS NOT EXCEED 1/2". 5. PUBLIX REQUIRES SOIL COMPACTION OF 95% OF MODIFIED PROCTOR OR 98% OF STANDARD PROCTOR. REFER TO SITE SPECIFIC GEOTECHNICAL REPORT FOR MORE INFORMATION. REINFORCED CONCRETE 1. CONCRETE MATERIALS, MIXING AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES AND SHALL CONFORM TO THE LATEST EDITIONS OF ACI301, ACI 318 AND ASTM C-94. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615;YIELD STRENGTH = 60 KSI, MINIMUM. 3. CONTRACTOR SHALL SUBMIT REINFORCEMENT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE CONCRETE MIX DESIGNS FOR REVIEW PRIOR TO POURING. PUBLIX MIX DESIGN REQUIREMENTS: NO CEMENT REPLACEMENT(I.E. FLY ASH), 500 LBS. MIN CEMENT MAX. W/C RATIOS: 0.58 FOR 3000 PSI, 0.44 FOR 4000 PSI. 5. CONTRACTOR SHALL PROVIDE COPIES OF ALL STRUCTURAL CONCRETE COMPRESSIVE STRENGTH TEST RESULTS TO THE ENGINEER OF RECORD FOR REVIEW. ALSO, CONTRACTOR TO HAVE COPIES OF CONCRETE TEST REPORTS AVAILABLE ON SITE. G. FOR READY -MIX CONCRETE, THE MAXIMUM TIME PERMITTED BETWEEN BATCHING AND DEPOSITING IN THE FORMS IS 90 MINUTES. CONCRETE EXCEEDING THE ABOVE SHALL BE REJECTED. 7. THE ADDITION OF WATER AT THE SITE TO INCREASE CONCRETE SLUMP SHALL NOT BE ALLOWED AND SHALL BE JUST CAUSE FOR REJECTION OF THAT BATCH OF CONCRETE. B. MINIMUM CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE ON DRAWINGS: CAST AGAINST EARTH = 3' EXPOSED TO EARTH OR WEATHER = 1%2" BEAMS ANO COLUMNS = 1%z° 9. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD ACCESSORIES DURING CONCRETE PLACEMENT. 10. PROVIDE THE FOLLOWING MINIMUM LAP SPLICES: 114=29', #5=36", #6=43", 117=63', #8=72', FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE. DO NOT SPLICE TIE BEAM REINFORCEMENT OVER OPENINGS. DO NOT SPLICE FOOTING REINFORCEMENT UNDER OPENINGS. 11. IN WALL FOOTINGS, CONCRETE BEAMS AND BOND BEAMS,PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE STRAIGHT BARS. CONCRETE SLAB ON GRADE 1. TYPICAL FLOOR SLAB 70 BE 4' CONCRETE SLAB (3000 PSI)ON COMPACTED FILL WITH GXG- WIA X W1.4 WELDED WIRE FABRIC. WIRE MESH LIFTED INTO CONCRETE AS CONCRETE IS POURED.PUBLIX SLAB LOADS ARE APPROXIMATELY 150-200 PSF. 2. FIBER REINFORCEMENT CAN BE USED IN PLACE OF WELDED WIRE FABRIC IN THE SLAB. FIBER REINFORCEMENT SHALL BE 10OZ VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS, SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT (AS TM C-1116). MINIMUM VOLUME OF FIBERGLASS ADMIXTURE PER CUBIC YARD OF CONCRETE IS 0.1 PERCENT (1.5 LBS). THE TYPICAL FIBER LENGTH IS3/INCHES. SUBMIT PRODUCT TO ENGINEER OF RECORD FOR APPROVAL. 3. PROVIDE A FULLY SEALED VAPOR BARRIER AS PER SPECIFICATIONS. INSPECTION REQUIRED PRIOR TO CONCRETE SLAB BEING POURED. 4. REAR LOADING DOCK SLAB AND RAMPS SHALL HAVE A BROOM FINISH, U.N.O. 5. PROVIDE UNDER -SLAB POROUS FILL, WHERE RECOMMENDED IN GEOTECHNCIAL REPORT. ALSO, REFER TO EARTHWORK SPECIFICATION 312000. CONCRETE MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. 2. IN ACCORDANCE WITH ACE 530,THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR U800 PSI, MIN.) PROVIDE A DESIGN COMPRESSIVE STRENGTH OF F'M = 1500 PSI. 3. FILLED CELL GROUT IS NOT TO BE MIXED ON -SITE, BUT MUST COME FROM A READY MIX SUPPLIER, 4. A MIX DESIGN FOR THE FILLED CELL GROUT MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. COMPRESSIVE STRENGTH TESTS MUST BE CONDUCTED FOR FILLED CELL GROUT. G. HOOK VERTICAL BARS INTO FOOTING, AND EXTEND INTO AND HOOK IN TOP OF WALL BOND BEAM. PROVIDE STANDARD ACI 90 DEGREE HOOK AT DISCONTINUOUS END OF VERTICAL BARS. (10" MIN. HOOK LENGTH). LAP VERTICAL REINFORCEMENT PER MASONRY LIFT DETAIL ON S-7. 7. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NOT ALLOWED IN PUBLIX WALLS. 8. ALL EXTERIOR MASONRY WALLS TO BE FILLED FULL HEIGHT WITH APPROVED MASONRY WALL INSULATION ABOVE FINISHED FLOOR. STRUCTURAL STEEL 1. HOT -ROLLED STEEL BEAMS SHALL BE ASTM A992 (50 KSD. PLATES, BARS, CHANNELS, RODS AND ANGLES SHALL CONFORM TO ASTM A36. 2. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR36(MIN.) AND MUST BE MECHANICALLY BENT, NOT TEMPERED OR HEATED. 3. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B, FY=35 KSI. 4. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B (FY=46 KSI). 5. ALL' WELDS SHALL BE MADE WITH E70 LOW HYDROGEN ELECTRODES, BY QUALIFIED WELDERS AS PER AMERICAN WELDING SOCIETY REQUIREMENTS (AWS DI.D. SUBMIT WELDERS CERTIFICATES FOR WELDERS EMPLOYED ON THE PROJECT, VERIFIYING AWS QUALIFICATIONS WITHIN THE PREVIOUS 12 MONTHS. ALSO, ONE OF THESE CERTIFICATAIONS MUST BE AVAILABLE AT THE JOB SITE. 6. ALL BOLTS SHALL BE HIGH -STRENGTH ASTM A325,3/IN. DIA., UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE SNUG -TIGHT (1/3 TURN AFTER SEATED), U.N.O. 7. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING AND GUYING OF THE FRAMING AGAINST WIND, CONSTRUCTION LOADS OR OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE STRUCTURE. 8. RETURN ALL WELDS AT CORNERS TWICE THE NOMINAL WELD SIZE MINIMUM. 9. FRAMING CONNECTIONS SHALL BE AISC TYPE 2 DOUBLE -ANGLE BOLTED CONNECTIONS, U.N.O. SELECT CONNECTIONS TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE UNIFORM LOAD CONSTANTS, PART 2 OF THE AISC 'ASD' MANUAL, FOR THE SPAN AND GRADE OF STEEL SPECIFIED. 10. NO HOLES, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 11. WELDS, NOT OTHERWISE DESIGNATED, SHALL BE%IN. MINIMUM FILLET. 12. SEE ARCHITECTUAL ELEVATIONS, SECTIONS AND DETAILS FOR MISCELLANEOUS STEEL. 13. ALL HEADED STUD ANCHORS (ASTM A108) AND ANCHOR BOLTS TO HAVE A MIN. 8" EMBEDMENT, U.N.O. 14.ALL INTERIOR PARTITION WALLS AND FRAMING TO BE GALVANIZED,20 GAGE, 3%' STEEL STUDS AT 16' O.C. (U.N.O.), CONFORMING TO ASTM A653 (FY=33 KSU. ALL INTERIOR PARTITION WALLS SHALL HAVE HORIZONTAL BRIDGING AT 5`0' O.C. MAXIMUM BETWEEN LATERAL SUPPORTS (I.E. SLAB, ROOF DECK, DIAGONAL BRACING ELEVATION). 15.CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING LABORATORY AND INSPECTION AGENCY TO PERFORM STEEL ERECTION INSPECTIONS AND TESTING. COPIES OF ALL STEEL INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER OF RECORD AND PUBLIX CONSTRUCTION. 16. CONTRACTOR SHALL COMPLY WITH ERECTION TOLERANCES AS STATED IN THE AISC CODE OF STANDARD PRACTICE, AISC 303-05. STEEL BAR JOISTS 1. STEEL JOISTS AND RELATED ACCESSORIES SHALL BE ENGINEERED AND FABRICATED BY NUCOR/VULCRAFT AND WILL BE PROVIDED BY PUBLIX. SEE SPECIFICATION 052100 ON THE PM SHEETS. 2. GENERAL CONTRACTOR AND STEEL FABRICATOR TO COORDINATE WITH VULCRAFT SHOP DRAWINGS FOR ALL CONNECTIONS. SHOP DRAWINGS WILL BE AVAILABLE FROM VULCRAFT AFTER THE STORE HAS BEEN AWARDED. 3. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE JOIST DELIVERY DATE WITH VULCRAFT. CONTRACTOR IS ALSO RESPONSIBLE FOR UNLOADING DELIVERY AND COVERING MATERIALS AT THE JOB SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AFTER DELIVERY TO THE JOB SITE. 4. THE JOISTS SHALL NOT SIT ON THE SITE FOR MORE THAN 10 DAYS BEFORE BEING ERECTED. 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR OPEN -WEB STEEL JOISTS, STANDARD SPECIFICATIONS FOR JOIST GIRDERS, AND THE RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS, ALL AS ADOPTED BY THE STEEL JOIST INSTITUTE. G. JOIST UPLIFT DESIGN MAY INCLUDE 1/3 STRESS INCREASE, WHEN USING THE NET UPLIFT PRESSURES INDICATED ON SHEET S-7. 7. CONTINUOUS HORIZONTAL BRIDGING SHALL BE USED INCLUDING WHERE CROSS -BRACING IS INDICATED. WELD BRIDGING TO TOP AND BOTTOM OF JOISTS. 8. ALL JOISTS NOT REQUIRING BOLTED CONNECTIONS SHALL BE WELDED TO SUPPORT WITH3 GIN. WELDS 2 IN. LONG EACH SIDE. 9. PROVIDE A LINE OF BOTTOM CHORD UPLIFT BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT, AT EACH END OF JOIST. 10. JOISTS SHALL BEAR 2V2"MINIMUM ON STEEL. JOISTS BEARING ON MASONRY/CONCRETE SHALL BEAR 4" MINIMUM ON AN EMBEDDED STEEL PLATE. 11. DO NOT USE TORCHES TO CUT JOIST CHORDS OR ANY OTHER STRUCTURAL STEEL MEMBERS. METAL DECKING 1. STEEL DECK AND RELATED ACCESSORIES SHALL BE ENGINEERED AND FABRICATED BY NUCOR/VULCRAFT AND WILL BE PROVIDED BY PUBLIX. SEE SPECIFICATION 053000 ON THE PM SHEETS. 2. GENERAL CONTRACTOR AND STEEL FABRICATOR TO COORDINATE WITH VULCRAFT SHOP DRAWINGS, WHICH WILL BE PROVIDED AFTER THE STORE HAS BEEN AWARDED. 3. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE DECK DELIVERY DATE WITH VULCRAFT. CONTRACTOR IS ALSO RESPONSIBLE FOR UNLOADING DELIVERY AND COVERING MATERIALS AT THE JOB SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AFTER DELIVERY TO THE JOB SITE. 4. THE DECK SHALL NOT SIT ON THE SITE FOR MORE THAN 10 DAYS BEFORE BEING ERECTED. 5. ROOF DECK SYSTEM SHALL BE 22 GAUGE WIDE -RIB METAL DECK TYPE "B' (U.N.O.), AS IDENTIFIED BY THE STEEL DECK INSTITUTE. ROOF DECKING SHALL BE 11/z'DEEP AND SHALL BE ATTACHED AS INDICATED ON THE STRUCTURAL DRAWINGS. 6. ROOF DECKING SHALL BE GALVANIZED (G60) AND PRIME PAINTED, U.N.O. 7. ALL DECKING SHALL BE LAID OUT SUCH THAT THE DECK SHALL EXTEND THREE SPANS WITHOUT INTERRUPTION WHEREVER POSSIBLE, UNLESS NOTED OTHERWISE. 8. DECK AND SUPPORTING MEMBERS DAMAGED BY EXCESSIVE WELDING HEAT SHALL BE REPAIRED OR REPLACED. NOTES. 1. PRECAST LINTELS SHALL BEAR A MINIMUM OF 8" EACH END, WHERE LINTEL BEARS INTO A CONC.COLUMN USE ALTERNATE FORMED & POURED LINTEL BEAM. ' 2. CAREFULLY BREAK OUT BOTTOM OF LINTEL ' AT BEARING TO ADMIT VERTICAL REINFORCING WHERE REQUIRED MATCH WALL REINFORCING (TYP. UON) ABOVE CEILING PRECAST LINTEL REINFORCED W/ o a (2) #5 CONT, & FILLED SOLID W/ TOP OF OP'NG 00 CONC. (TYP.) SEE_ PLAN 8' OR 12' OPENING SPANS UP TO 6/_011 �(f TYPICAL LINTEL DETAIL 14 ri 4 LINTEL SECTION S-] SCALE: 1" = Y-0° PAD FOOTING SCHEDULEFO SEERSHEEETTSL5 MARK FOOTING SIZE DEPTH REINFJEACH WAY) REMARKS F .5 Z ll , - - 2 6 X 6 2 " 1 0 u TT 3 5 BOTT. F3 3'-0"X3'-0" 12' 4 #5 BOTT. F3.5 3'-6'x3'-6" 12" 4 #5 BOTT. F4 4'-O'x4'-O' 12" 5 #5 BOTT. F4.5 4'-G'X4'-6' 12" 5 #5 BOTT. F5 5'-0"X5'-0" 14' 5 #6 BOTT. F5.5 5'-6"X5'-6' 16" 6 #6 BOTT. F6 6'-0'X6'-0' 16' 7 116 BOTT. F6.5 6'-G'X6'-6' 16' 8116 BOTT. F7 7'-0"X7'-0' 16' 6 #7 BOTT. F7.5 7'-6"X7'-6" 16" 7 #7 BOTT. F8 8'-0"X8'-0' 16' 7 #7 BOTT. F9 9'-0"X9'-0" 18° 9 #7 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG Flo i0'-0'X10'-0" 19' 10 #7 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG F11 I1'-0"Xil'-0" 21° 13 117 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG F12 12'-0"X12'-0' 23" 12 118 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG F12.5 12`6'Xi2'-6" 24' 13 #8 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG F13 13'-O'Xl3'-O' 25' 11 #9 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG F13.5 13'-6"X13'-G' 26" 12 #9 BOTT. WWF 6x6 - W2.9xW2.9 AT TOP OF FTG CONTINUOUS FOOTING SCHED. MARK SIZE W[DTH x DEPTH CONT. REINFORCING TRANSVERSE REMARKS W30 2'-6' X 12" 4 #5 BARS #5 Q 4'-0" O.C. W24 2'-0' X 12" 3 #5 BARS #5 v 4'-0' O.C. W16 F-4' X 12' 2 #5 BARS THICKENED SLAB T16 1'-4" X 10' THICKENED SLAB FOR RECESSED TRENCH DRAIN BEAM SCHEDULE BEAM ELEV TOP OF BEAM SIZE REINFORCING STIRRUPS - TIES REMARKS TOP BOTT NO. SPACING MB-1 +12'-8' 12"x16' 2#5 2#5 K.O. BLOCK COURSE (x2) MB-2 +10'-0' 121-x16" MASONRY 2#5 2#5 EXTEND BEAM 24"PAST DOOR JAMB. ALSO REFER TO B/A-2. MB-3 +9'-4' 12"x193/' 2#6 2#6 #3 Q 9" O.C. CONCRETE BEAM BEARING = 24" EACH END. MB-4 SEE PLAN 8'x 8' 2#5 K.O. BLOCK COURSE RB-I +24'-8' 12"x16" 2#5 2#5 K.O. BLOCK COURSE (x2) RB-2 VARIES 12°x16° 2#5 2#5 K.O. BLOCK COURSE (x2) OR (x3 @ STEPS) SEE DETAIL BELOW OF STEP. RB-3 +20'-8' 12'x16' 2#5 21v5 K.O. BLOCK COURSE N2) RB-4 +12'-8" 8"/l2'xl6' 21*5 2#5 K.O. BLOCK COURSE (x2) PB-1 +26'-O' 12'xB" 2#5 K,O. BLOCK COURSE PB-2 VARIES 12' WIDE 2#5 DEPTH OF POURED BEAM VARIES 0 MIN.) ALTERNATE: USE CUT BLOCK, INSTEAD OF RAKED BEAM,SAME REBAR. PB-3 +22'-0° 12'x8` 2#5 K.O. BLOCK COURSE 2 #5 BARS IN EACH K.O. COURSE SEE A-7 FOR STEP LOCATIONS. 14 !1 REINFORCEMENT PLACEMENT RB-2 FOR STEP IN BOND BEAM METAL ROOF DECK TO BE ATTACHED IN ACCORDANCE WITH WELD PATTERN INDICATED BELOW, INCLUDING: 1. ALL PERIMETER DECK ATTACHMENTS TO DECK ANGLE SHALL BE %'PUDDLE WELD v G'O.C. 2. SPACING OF SIDELAP FASTENERS BETWEEN PANELS SHALL NOT EXCEED 12°O.C.(DADE,BROWARD COUNTY ONLY) 3. ANY PARITAL OR SKEWED SHEETS SHALL BE ATTACHED AT EVERY FLUTE, REGARDLESS OF DECK WELD PATTERN. 4. WELDS TO BE %' DIA PUDDLE WELDS AND SIDELAP FASTENERS SHALL BE *10 DRILLPO[NT SELF -TAPPING SCREWS. 1 2 TT 1 f2" ROOF DECK (22 GAGE) WITH 36/7 WELD PATTERN AND (8) #10 SIDELAP SCREWS PER SPAN 1V2" ROOF DECK (20 GAGE) WITH 36/7 WELD PATTERN AND (8) #10 SIDELAP SCREWS PER SPAN I I 36' COVERAGE f [3U7 PATTERN i�-- ----�---�--�---i I I I I I I is TYP ROOF DECK FASTENER LAYOUT NO SCALE rt A = 18 FT. B = 9 FT. _ �E F �'z F _ T95 F_c9F ®=122 PSIF JOIST UPLIFT PLAN (NET) DECKING/ROOFING UPLIFT PLAN DESIGN JOISTS FOR UPLIFT PRESSURES INDICATED IN THE ABOVE PLAN. JOIST AND ROOF DECK UPLIFT PLANS NO SCALE Publix, SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG. 1 1891 SC. REG. 7477 AL. REG,623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL . FL. REG.45277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA, REG.27740 SC.REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AO85 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG. 28079 {C COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES JAN 1 1 008 PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. 8L HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: SCHEDULES AND DETAILS SCALE: AS NOTED 10-JAN-2008 11:00 xmwo P:\1200-1299\1245\1245s07.dgn Publix. SUPER MARKETS r-i-�DOCK SLAB EDGE S-8 SCALE: 1' = V-0' SEE ARCH. FOR ELEV. L 3"X3'X1/' W/3/8" DIA. x 5" H.S. AT 12" O.C. - 8' CMU WALL W/ 115 VERT. AT 8' O.C. IN FILLED CELLS - 1/2' EXP. JOINT -� MATERIAL FF -4'-0� 1� • • 1 3 115 CONT. IN 71 THICKENED EDGE t-// CLEAR OPENING DEPTH=7'-3' PIT CLEAR OPNG. WIDTH 6'-2" 6' CONC. SLAB W/#5 12' AT 12' O.C. EA. WAY MIN. f -SLOPE FOR RUN OFF DIA. WEEP HOLES AT 2'-8" O.C. W/12" X 12' MIRAFI FILTER FABRIC AT EA. HOLE (TYP) SURROUND WITH CRUSHED STONE. 1W + — WALL FOOTING,SEE PLAN /� =1DOCK LEVELER SITE PAVING L 3'x3"xl/" W/T'8' DIA. x 5" HEADED STUDS AT 12' O.C. (TYP ALL EDGES OF DOCK) z -1-0' °a d/ CONTRACTOR TO BRACE DOCK WALL DURING BACKFILLING UNTIL SLAB ON GRADE IS IN PLACE. L 3'X3"X1/4' WI%' DIA. x 5' H.S. AT 12' O.C. 2'-0" .3 S[DES 0"-0. GRADE SEE SITE PLAN- 1%' DIA. GALV. POSTS AND RAILS WITH 9 GAGE 2" MESH CHAIN LINK FENCE #5 BAR CONT. �- EPDXY SEE SECT.1/S-5 FOR GROUTTE ONIC. MIN. 8'Xl2" CONIC. TYP. STEPPED BLD'G. WALL CAP W/2#5 SEE ARCH, GALV,STp PIPE SLEEV j FIN, FLR. W/ CLOSURE END PLAT 3 " /8 DIA. WEEP x 9'EMBEDMENT HOLES AT 2'-8" O.C. FIN FIN. FL. 8" MASONRY BLOCK c M W/ 12'X12" a, GRADE %2" EXP, JOINT •,i > MIRAFI FILTER ° - CONC. CURB >L FABRIC AT EA. \ W/ 2#5 CONT. AND ,• \\� HOLE (TYP.) -" DIA. WEEP HOLES AT DIA. WEEP #5 ANCHORS SURROUND W/ 2'-8' Q.C. W/ 12'X12" HOLES AT @ 12 O.C. CRUSHED STONE MIRAFI FILTER FABRIC O.C. 2'-0' AT EA. HOLE (TYP.) W/ 1 W/ 2°X12 9' SURROUND WITH MIRAFI FILTER s PLACE HORIZONTAL JOINT CRUSHED STONE FABRIC AT EA. REINFORCEMENT (9 GAGE) HOLE (TYP. @ 8' O.C. (VERT.) -8"CMU WALL WITH 115 VERT. SURROUND W/ D' ° 8' O.C. IN FILLED CELLS CRUSHED '° �2" STONE , A > , , o ° ° ° HI D #5 VERT. @ 8' O.C. 'ITVARIES ° A . a SEE SHT S-1 ' FOR STEP 6'CONC SLAB LOCATIONS WITH GXG —WALL FOOTING, SEE PLAN W2.9XW2.9 W.W.M. SEE PLAN AND SCHEDULE 3'-0" 3 #5 CONT. FOR FTG. SIZE & REINF'G. TOP AND BOTTOM #5 Q 24" O.C. TOP AND BOTTOM ALTERNATE SECTION (WHEN GRADE IS LOWER THAN DOCK.) SCALE: %2" = 1'-0' — #5 BAR CONT. CONT. C 12X25 W/%z' DIA, x 5' H.S. AT 12'OC L2`0. SEE ARCH. FIN, FLR, N iF . WEEP HOLES AT2'-8" O.C. X 12' MIRAFI FILTER FABRIC 6'CONC.SLAB W/ . HOLE (TYP) SURROUND 6x6 W2.9xW2.9 WWF CRUSHED STDNE. %2" EXP. JOINT MATERIAL FF -4'-0' jk 8" CMU WALL W/ 1*5 VERT.Q 8' O.C. ° a IN FILLED CELLS s • -5'-4' 3 115 CONT.IN ° THICKENED EDO�f o %2" EXP. JOINT / MATERIAL �WALL FOOTING,SEE PLAN K 12� DOCK WALL S-8 SCALE: %2" = 1'-0" 2 SECTION S-8 SCALE: %2' = 1'-0' VARIES (ALL TREADS 12' (11' +' 1' NOSE) 1'-6" STAIR SECTION (IF NEEDED) SCALE: %2' = 1'-0' CONT. 8"x12' CONC. THICKENED SLAB 3'-G' 3'-G' 1'-0' W/1#5 CONT. (TYP. A 5 SPACES @ 4'f ALL AROUND) B N I i I I I I 4----- ----40 -I---t------ - --(� ----- -----� ----4----- ��- - (�- DD f DO - S-8 C_ L— I _ _— I —_—_ I I —_—_ I --_— I ---_--_---_— _ — - — I_ _ _ _ — ,_ _ —_— _ _r _ Y _ _�. _ _ , m I I I I I I I I 6 N ( I ( I I I SLOPE 1.12 MAX. B 4'- 0' MIN. G" CONC. SLAB W/ (4000 PSI CONC) WWF FOUNDATION PLAN (4000 PSI CONC) U , , `7 L I"1 U I 1— t"I I V SCALE: 114' = V-0" SCALE: I/' = V-0' CHANNEL C12x25 W/5/8'DIA. CHANNEL C12x25 W/5/8'DIA. V DIA. HOLES 76 NELSON STUDS 4'LONG yt6 CHANNEL C12x25 W/5/8"DIA. NELSON STUDS 4'LONG TRENCH DRAIN[ —TRENCH DRAIN 24" O.C. STAGGERED RECESSED i' @ 2'-0 O.C. �s 24' O.C. STAGGERED RECESSED 1" �s NELSON STUDS 4'LONG 1° DIA. HOLES 2'-5' 2'-5' CHANNEL C12x25 W/5/8°DIA. 1' DIA. HOLES 2'-5" 2'-5' 24' O.C. STAGGERED NELSON STUDS 4'LONG @ 2'-0" O.C. SLOPE TO DRAIN SLOPE TO DRAIN 24° O.C. STAGGERED @ 2 -0' O.C. TYP TYP 1" DIA. HOLES LEVEL LEVEL SLOPE TO DRAIN @ 2'-O' O.C. FIN GRADE D o o e' o D D D D °' °' FIN GRADE nT / / / a' 01 D • D D • D _ D IAv( p D 4 D • .D 2'x2'x1/4" .D 2'x2'xl/4' .D .-. A 2'x2'xl/4" .D AMSEE SHT.P 3 FOR D SEE SHT,P-3 2°x2'xl/4' .D STL ANGLE SANITARY LINE - -D STL ANGLE - STL ANGLE FOR SANITARY .D STL ANGLE LINE 8" DIA. C% Ce-", T T fl K I A A 8" DIA. "DIA- 8° DIA. S E C T I O N B- B 8" DIA. "DIA. w I, 0 Z ow-i U J Q�m w o SLOPE TO DRAIN a Ij FIN GRADE CONT. 8'x12' CONC. THICKENED SLAB 8" W/1#5 CONT. (TYP. ALL AROUND) J SCALE: 3/' = V-0' 2'-0' TYP. SCALE: 3/" = 1'-0' 6' CONC SLAB W/ CHANNEL C12x25 W/5/8'DIA. NELSON STUDS 4'LONG 24' O.C. STAGGERED 1' DIA, HOLES @ 2'-O' O.C. D D D m D D 2'x2"xl/4' D STL ANGLE "DIA- SECTION D-D SCALE %'=I'-O' TRENCH DRAIN RECESSED i' TRENCH DRAIN 2'-0° RECESSED 1" TYP 6'x6' W2.9xW2.9 WWF (4000 PSI CONC) 4'-0' MIN. RAMP (VERIFY) SLOPE 70 DRAIN SLOPE TO DRAIN SLOPE TO DRAIN v / / D bj SECTION C-C \ SCALE. 3/' = 1'-0' RASH COMPACTOR FOUNDATION PLANS & SECTIONS S-8 SCALE: 112" = 1`0" 4" CONCRETE SUB SLAB FIN. GRADE NA. CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.]1881 SC. REG. 7477 AL. REG. 623A TN.REG.103497 JOHN W. KITCHENS, PE CML/STRUCTURAL - FL. REG. 45277 GA. REG. 020251 SC. REG. 163AO AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG, 16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC, REG.25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG, 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. PEG.25290 AL REG. 28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY' OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES JAN 1 1 2008 PUBLIX, PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*,4. V112707 DRAWING TITLE: EXTERIOR SECTIONS AND DETAILS SCALE: AS NOTED S=8 of 9 -JAN-2008 11:80 xmwc P;\1200-1299\1245\1245s08.dgn ri-I'vs-TANDBY (BAG)GENERATOR PAD SCALE: 3/" = V-0" AQUA �o tip MATCH FIN. FLOOR USE (4) %z" DIA, (13 SAE GRADE 5) BOLTS WITH WIDE O.D. WASHERS, TOROUE TO 50 FT/LBS. FOR ATTACHMENT OF SWITCHGEAR TO PAD. 3'-3" 6' 3'-3' BARS Q 12" O.C., `— (2) #4 BARS H WAY 9' -31, Ilrr �n\ 1/. nrn nn rnr rnnnr c\ nnl rr \IrTl1 INV611 OF STORE e e aI c a >e•I e e♦ 3' CLR, BOT (2) #4 BARS AROUND PAD _zx PERIMETER. SWITCHGEAR PAD (2 UNITS) SCALE: 3/' = P-0" USE (4) V2' DIA. (13 SAE GRADE 5) BOLTS WITH WIDE O.D. WASHERS, TORQUE TO 50 FT/LBS. FOR ATTACHMENT OF SWITCHGEAR TO PAO. 11" 3'_3' (2) #4 BARS AROUND OPENING AND AT SLAB PERIMETER (U.N.O.) 2 S S-9 A S-9 6" SLAB (4000 PSI CONCRETE) ASPHALT GRADE [:YQa1u LOCATE BOLLARDS AROUND EQUIPMENT AT REAR OF STORE WHERE EXPOSED TO TRAFFIC. SPACE BOLLARDS AT 6'-O' APART (MAX.) 6" DIA (GALV, CONC. SLAB -ON -GRADE FILLE HOOK INTO PAD (LEND 2'-0" AT MID-OEPTH P MATCH FIN. FLOOR OF STORE FOR SWITCHGEAR G" TO B" SLAB IIIII�II m IIIIIIIII�� I PAVEMENT 2'-0' DIA. #5 B" D.C. IN FILLED CELLS CONC. FT( (LAP = 30') ` _I I [ANI N VARIES (SEE PLAN FOR )NCRETE) `g STEP FTG LOC.) (3) #5 BARS CONT. #5 BAR (TRANS.) @ 24" O.C. 2'-4' LT USE (4) %2" DIA. (13 SAE GRADE 5) BOLTS WITH WIDE 0.0. WASHERS, TORQUE TO 50 FT/LBS, FOR ATTACHMENT OF SWITCHGEARS TO PAD. 1'-3" 3'-3' 6" _ 3'-3" 6' En #4 BARS 2" O.C., EACH ie MATCH FIN. FLOOR (2) #4 BARS 13'-3' 2 ECTION FOR RAISED PAD S-Cj SCALE: V2" = F-0" ( >6" DIFFERENCE) 3`3' #4 BARS F-3" OF STORE i. I �• O� - DP" � Dm♦♦. DID' ♦ • ♦ I ♦ ♦ I • ♦ • t ♦ ♦ I ♦ • • � Do.'AS♦ � De. °♦ ° � °' f I I I I la - n a♦ 3" CLR, ROT (2) #4 BARS AROUND PAD PERIMETER. SWITCHGEAR PAD (3 UNITS) SCALE: 3/" = 1'-0' - 10/10 AT MID -DEPTH OF SLAB. 2" CLEAR AT PERIMETER. (2) #4 BARS AROUND OPENING AND AT SLAB PERIMETER (U.N.O.) 2 6 S-9 S-9 6' SLAB (4000 PSI CONCRETE) ASPHALT GRADE MINIMUM PAD DIMENSIONS - PAD SHOULD MATCH THE SIZE OF THE FENCED ENCLOSURE. 9'-011 WWF 6x6 - 10/10 AT MID -DEPTH OF SLAB. MAINTAIN 2' CLEAR AT PERIMETER. F H3) #4 BARS (3) #4 BARS X\\ 44 BAR AROUND (2) #4 BARS AROUND w OPENING AND AT PERIMETER. SLAB PERIMETER r r, S-9 S-9 m #4 BARS @ 12' O.C., EACH WAY 6' B (4000 PSI CONCRETE) MATCH FIN, FL00 OF STORE .;la'.'a'.'a'.;a'.;a ea, a. as e4. A ALT ♦ D, D} D D D D D D D e .I °•.° GRA 3' CLR, BOT — 6mm /\ (2) #4 BARS AROUND PAD PERIMETER. 8 SWITCHGEAR PAD (1 UNIT) SCALE: 3/" = 1'-0" 'SI CONCRETE) NOTE 1 . ♦ ♦, , ♦ ♦ ASPHALT D ID D D D D D D GRADE I. TRANSFORMER PAD NOTES: 1. PAD MUST BE INSPECTED BY FPL BEFORE TCONCRETE IS POURED. TRANSFORMER PAD 2. PROVIDE AND INSTALL OAYTON SUPERIOR CIF APPLICABLE) THREADED INSERT %z" M&S #501-71859-3. VERIFY SIZE WITH FPL. 3. REINFORCEMENT BARS AND WWF MUST HAVE S-9 SCALE: 34` = 1'-0" 2' COVER FROM TOP AND SIDES OF THE PAD AROUND THE OPENING. EXPOSED WIRE MESH IS NOT ACCEPTABLE. N 1 ATTACH EMERGENCY GENERATOR TO PAD WITH (4)%' O[A. A36 THRD ROD, DRILL AND EPDXY INTO PAD (EMBED = 4') 2' CLR (TYP) 6' SLAB (4000 PSI CONCRETE) EMERGENCY GENERATOR PAD SCALE: 3/4' = 1'-0' ASPHALT GRADE 0 w CD w REAR & SIDE BOLLARD SCALE: V2' = l'-O' C. AAAV I Irr nrTnTI '7 /r n s SECTION AT PAD S-9 SCALE: 1" = V-0' (=<6' DIFFERENCE) EXISTING REPLACEMENT BASE AND TRENCH J BACKFILL SHALL BE PLACED IN 6' LIFTS, EACH LIFT COMPACTED TO 98% STANDARD PROCTOR. NEW CONCRETE SLAB (MATCH EXISTING SLAB THICKNESS) I- t'I Y CI'i Citl I _ EXIST z zo Ili�ll�- #4 DOWELS, 12" LONG @ 2'-0' O.C., STAGGERED EACH SIDE, DRILL AND EPDXY 6"INTO EXISTING SLAB. USE HILTI HY-150 ADHESIVE SYSTEM NEW CONC. SLAB (4000 PSI) W/WWF 6x6 - 10/10. MATCH EXISTING SLAB THICKNESS, INCLUDE NEW VAPOR BARRIER AT INTERIOR APPLICATIONS. SLAB PATCHING DETAIL SCALE: 1" = V-0' N 1 LI L VI1 VVIYV VLI 00+2X SEE NOTE 5 UP TO 5' SEE NOTE 5 6' TO 36' 8" 38" TO 84' 18, 86" TO 144' 24" SCHEDULE ITEM ALLEY/DRIVE STD.ROAD HEAVY DUTY ROAD REMARKS A = ASPH. THICKNESS (MIN.) 111 1' 21144' T = BASE THICKNESS (MIN.) 9' 12" 16" MY BE SUBSTtTUiEO N[Ttl ASPHALT S = SURFACE REP.L. (MIN.) 24' 36' 36' D = DEPTH (COVER) - (MIN.) 30" 101" 36' NOTES: 1. FOR USE WHERE PERMISSION HAS BEEN GRANTED FOR 'OPEN CUT" INSTALLATIONS. 2, REPLACEMENT BASE AND TRENCH BACKFILL SHALL BE PLACED IN 6' LIFTS. EACH LIFT COMPACTED TO 98 PERCENT STANDARD PROCTOR. 3. PAVEMENT JOINTS SHALL BE MECHANICALLY SAW CUT. 4. BASE MATERIAL SHALL BE LIMEROCK, SHELL, OR CRUSHED (RECLAIMED) CONCRETE TO MATCH BASE MATERIAL, BUT OF THICKNESS SHOWN HERE. 5. FOR PIPES/CONDUITS LESS THAN 5'00,DITCH WIDTH MAY BE REDUCED TO WIDTH OF THE MECHANICAL TAMPER IF BACKFILLED WITH DRY 151 SAND/CEMENT MIX, OR OTHER APPROVED MATERIAL TO 4' ABOVE PIPE. PAVEMENT RESTORATION DETAIL SCALE: 1" = V-0' Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL REG.92557 GA. REG.] 1881 SC. REG.7477 AL. REG.6234 TN. REG- 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG. 163AO AL. REG. 20382 TN,PEG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG.27740 SC. REG.2175A AL. REG. 24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG.] 08507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC, REG. 19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES ,jc�11/ .lAN 1 12008 PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: GENERATOR PADS AND DETAILS SCALE: AS NOTED S=9 of 9 IN-2008 11:00 xmwc P:\1200-1299\1245\I245s09.dgn 3~ c�I COORDINATE LINE T]E-INS u Ixe WITH LOCAL UTILITIES SUPER MARKETS 2 M NOTE: LOCATE WATER METER AND BACK FLOW NEXT TO FIRE PROTECTION BACK FLOW H---------------------------- - - - - --------------------------------- - - - - ------------------------ - - - - -- E3-----------------------[3------------------------ 9-------- OR AS REQUIRED BY LOCAL UTILITY AND SITE CONDITIONS. VERIFY LOCATION CORPORATE OFFICES, FACILITIES DESIGN O AND INFORM PUBLIX ARCHITECT AND BOX4U7,LAKELAND,FL33802 CONSTRUCTION PROJECT MANAGER. 21h'CW PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 1 ' PUBLIX FACILITIES DESIGN DEPARTMENT MAIN SHUT OFF 11 DAVID TAULBEE, AIA VALVE IN BOX I ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA 3'CW 5 2%2'CW RISER ARCHITECT -FL. REG.92557 I GA. REG. 1 1881 P-150 H.B. o- o- 0 4 P-16 SC. REG. 7477 AL. REG, 623A TN. REG.103497 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O P-5 3 17 9 JOHN W. KITCHENS, PE I A I CIVIL/STRUCTURAL-FL. REG. A5277 18 Ip_ZQ IC11= F"i-23 T3 A O ' i SC. REG. 16340 I I I I I I 16 GA. REG. 020251 AL. REG. 20382 O 1%" CW #- 16 1,. CW Ol8 I 11 3 I' 3 I N. R G. 101507 Ll TO EMERGENCY \I ! ] 6 6 2 ! 19 ! 15 �1 .= I N N 3 3 20 \I'\ STANDBY GENERATOR PAUL C. HARMAN, PE 1 p_ 6 9 I I = p_6 , I 500 KW, 6000 CU. FT./HR. STRUCTURAL- FL. REG. 51959 P-5 P-5 P-6 P-5 ! P-6 ! '� I I I �` " I (NOT SHOWN) P-6 I � 5� IZEG .� 5a4 -----------------------------�----- --- ------------------ ___ _ - _-_ _ _ ___- 3�-CW-- _--_--=-�,CW--- _ _ _ _----__ _ --- _ _2_CW _ __ __ _ _==_y---- _. ._ --- --- ----_- �,�W--___-------�-_-=1== I+l-_-2_CW--II -2-CW _-{ / AL.ReG.2d905 ------------- ------ - I 1G- - - -- - - - - -- - --- - �►- -r I 2"GAS TN. REG.107882 3/° HwR i/2' Hw �I �_ -7- - -P- 1'%Z"Hw 16 �''vi`..� qC-S 1�1Z°Hw-�'w' iw 1�7°Hw 1 F ------ - - --- -- -- ------ --- --- -- --- -- -- --- -- -- --------1---- -q--------, --- -9 ------ _ .� 12 9 I-�--p-]--P-9------------------�I-------- ------ ------------ F JOHNJ.CARAMALIS,PE - I ,------------------- 11 °C \ h'CW '-0---------- � MECHANICAL-FLMALIS, I I I I I 1h° HW 10 _ B 1 � HW 3 �-_-_-_-_-_-_ Ga REG. 021246 15 Q O ' � _ _ - - - - j O AL REG. 10 581 16 � I q � _ /2 � - i " 1I 1I DO NOT RUN WATER PIPING I, AL REG.20581 p-] I , CW - I 13 , A ABOVE ELECTRICAL GEAR. I EMERGENCY N. REG. 108507 -��--- P P-5 CW A O p- I I 16 P-12 A14.0 1�_ ______.#_'�LW _ _1B iI GENERATOR 21 * ! j TO NEAT REC IM TANKS ! #- 6 4 7/4' CW ; O , I I 790 MBH p-6 ANTHONY CLEME5A781 PE 1 GA. REG.31882 SC. REG. 25591 3 1 --121 LCW - t72' HWP-12 p-5 p_5 H.B. 0 1' P-9 >"TAL REG. N. R G2811382 AND HWH IN CHANICAL CENTER #1 I -5 I (�•Cw 9 I , II-- ------- 1 G- 0 i• 8 p_] h HW o - _ 21 1 6 ER RAYMOND J. SIRIANNI, PE 3 " 1$ A A 10 12 I I GA. REG. 025636 , ELECTRICAL - FL REG. 54085 I /4 W H.B. ( I I I I I SC. REG. I97A3 lh HIGH PRESSURE GAS TN.REG.108038 ' t AL REG. 23065 ' P L U ICI M O N G NOTES P-6 P-5 i j ! 3 ' CW H.B. LINE BY GAS COMPANY NORMAN MEIER, PE r7 1 I ELECTRICAL - FL. REG. 59422 I I I ! ! 1. FURNISH STOPS ON ALL WATER SUPPLIES: CHROME PLATE P_6 ! 8 ! � 1 GA. REG. 31492 I I I { ESCUTCHEONS AT ALL OPENINGS IN WALL OR FLOOR. I P5 I _ SC. REG.25290 O DRAMON® NOTE I 2. ALL WATER LINES TO BE OVERHEAD, CONCEALED, EXCEPT A I I I I AL. REG.28079 APPLICATION TO THIS SHEET ONLY DWG.P-1. 2%2'CW ENTRANCE MAIN RISER AND WHERE NOTED ON PLAN. I I I O WATTS SERIES 909-OT 2%2" BFP OR APPROVED EQUAL. ! 3. WHEREVER POSSIBLE LOCATE H.W. AND C.W. VALVES IN SAME I I I ACCESS HOLE. I I I © COPYRIGHT2008 O 2' WATER METER. 216"CW PIPE UNDER GROUND TO BE FULLY COATED II PUBLIX SUPER MARKETS, INC. I I I WITH MASTIC.(RED LION SEAL COAT OR APPROVED EQUAL.) I 4. UTILITY SINKS -WASTE ROUGH IN 8'ABOVE FINISHED FLOOR. I 1 HOT AND COLD WATER ROUGH IN 12' ABOVE FINISHED FLOOR. i I THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY E-------- --- I ------- ---- - -- - -- - --- - - - - -- --- ----- -- - - -- - - -- -- ---- ---- -- - - - -- �2"-&ATEVAEV�E-ON£8ED-WATE4--MAIN-R-ISER.PROVfDE-WA-TT£s N122313-2------ SE�SINK -OE�Ai L�flN-DRAWINGS ALL RISERS -FROM �STBP-------- --- --- ------------ - -- - - - --- - - - - -- OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE ' PRESSURE REDUCING VALVE WHERE REQUIRED. AND SINK FITTINGS TO BE h" HARD COPPER. - , I COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT ,,-) ' WRITTEN PERMISSION. THESE DRAWINGS SHALL NOTBE I I ( I O HYDRANT MOUNTED IN EXTERIOR WALL 0 IW ABOVE EXTERIOR GRADE { 5. WATER AND GAS LINE CONNECTIONS TO ALL APPLIANCES I I I I DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF ' I VACUUM BREAKER REQUIRED. SHALL HAVE UNIONS AND SHUT-OFF VALVES. PUBLIX SUPER MARKETS, wc_ , , 5O WATER AND GAS LINE CONNECTIONS TO ALL APPLIANCES THE DESIGN INDICATED IN THESE CONSTRUCTION 6. ALL .GAS PIPING FURNISHED AND INSTALLED BY PLUMBING DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, I I SHALL HAVE UNIONS AND SHUTOFF VALVES. I CONTRACTOR AND SHALL BE BLACK IRON PIPE W/WELDED I I �, I INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE I " CW WITH SHUTOFF VALVE TO WATER CHILLER. PIPE OVERFLOW JOINTS. ALL PIPING TO RUN OVERHEAD. =I MINIMUM BUILDING CODES I i I 1 6 TO FLOOR SINK. I I I 7. PLUMBING CONTRACTOR SHALL IDENTIFY THE LOCATION OF VALVES I I I I O7 HOSE CONNECTION WITH STAINLESS STEEL BALL VALVE AND QUICK I ABOVE TILED CEILINGS WITH A "STENCILED ON' SIGN SEE DETAIL 9/P6. DISCONNECT WITH h"CLEAR PLASTIC BRAIDED HOSE. ' O�'HOT WATER HOSE BIBB MOUNTED ON LEG OF SINK ! 8. IF NATURAL GAS IS NOT AVAILABLE TO THIS SITE PUBLIX SHALL I I I I I WITH WATTS #7 BACKFLOW PREVENTER. SEE END SINK ELEVATION DETAIL. ( ARRANGE FOR A 1000 GAL. PROPANE TANK. TANK TO BE INSTALLED I I Ii I BY THE LOCAL GAS COMPANY IN ACCORDANCE WITH ALL STATE I i I I I O �'COLD WATER HOSE BIBB MOUNTED ON LEG OF SINK I AND LOCAL CODES. WITH WATTS #7 BACKFLOW PREVENTER. SEE END SINK ELEVATION DETAIL. ' I I I I ( 9. FOR STORES NORTH OF MACON,GA. ALL CW AND FW PIPING TO I I I 10 STOP VALVE AND WATTS 47 BACKFLOW PREVENTER. BE INSULATED WITH %2'ARMAFLEX OR APPROVED EQUAL. 11 STOP VALVE AND WATTS #9BD BACKFLOW PREVENTER. ! 10. ALL SHUTOFF VALVES SHALL BE ACCESSIBLE. ! ! II , i1 I T&S BRASS B-2832-40 FAUCET WITH B-156 ADF. %2' BRAIDED PLASTIC ! 11. ALL HW, TW & HWR PIPING SHALL BE -INSULATED WITH 1' OF FIBERGLASS HOSE TO SANITIZER. REFER TO SINK ELEVATION DETAILS. I WITH A VAPOR BARRIER JACKET. I I i1 O13"COLD WATER HOSE BIBB AT 36'ABOVE FINISH FLOOR FOR SANITIZER. 12. LOW PRESSURE GAS LINE SIZING BASED ON: REFER TO CAN WASH DETAIL. ! - 2000 IGC TABLE 402.3(6), ! I 3/4' HW 16 I I I I O I - 2004 FGC TABLE 402.4(6), I I 4'CW/H 14 PROVIDE PVC SLEEVE WHEN BELOW SLAB. - NFPA 54-2002 TABLE 12.6 FOR PIPING WITH 10 2 p- �J ( I 15 PLUMBER TO TIE INTO STUB -OUT FOR HOSE BIBB IN MECHANICAL CENTER. I PRESSURES UNDER 1 POUND. I I ,HW ��// i I I PROVIDE PROTECTION. VALVE AND DRAIN VALVE WITH HOSE BIBB CONNECTION I MEDIUM IGCETABLE 402.4E GAS �3NE SIZING BASED ON: j BOH.B. 16 LOCATE SHUT OFF VALVES 2'-0' ABOVE LAY -IN CEILING - 2004 FGC TABLE 402.4(3), p- J ,%�` 1 ' I I I I� I I I ,, p-5 I AND PROVIDE ACCESS DOOR IN NON LAY -IN TILE CEILING. - NFPA 54-2002 TABLE 12.3 FOR PIPING WITH SEE CEILING SHUT-OFF VALVE DETAIL. I PRESSURES UNDER 1 POUND. QHOT WATER VALVE, WALL MTD.T&S BRASS B-1025,FOR CAN WASH. PROVIDE 6 S ,I I BAC - - - - WATTS #7. MOUNT - +72'. - - - - - - - - p� p� - ' - � - _ - - - - - - - - D -- - - - - ------r----------------------- --C� ------------------- --- ------ ---------------------------------- - - - --- fl--------------------------- --- ---------------------------------------------------------------------- A _ t 'CW TO COMBI- J.R. SMITH HY A W/ AT VALVE. ( I ( T I , I I I 18 J. .S I DROTROLS TO BE INSTALLED G E L O I , lg A � 1 "-� , THERM -OVEN I' 16 I I 1 I 12-32 I I I --J ' 33-60 FW IN PVC SL I' SEE DRAWING 61-113 I I I BEVERAGE CENTER 1' `` II� I I f 1 O 114-151 � I � � P-91 I i O 155-330 ! I I I `ate 65 II I Q P 5 YP j Y4'HW 18 PTR VALVES ON HWH, HEAT RECOVERY MUST BE INSTALLED PER LOCAL CODES. I I A 1V_ - - I A Y'CWO 6 1 ` A P 112"HW _ I _ -�I O C I ® SPRINKLER MAIN BY FIRE SPRINKLER CONTRACTOR. I I �` 18 �----�---'� I I 1 %2'CW I II I 1/2'HWp_]Q Y 21 GAS METER AND 2 POUND PRESSURE REGULATOR BY GAS COMPANY. 32 I 1 3 3/' CW H.B. 18 AC-1 I I AC-2 I I I - -A -4- - 3/' HW' t/2'CW FILTER SYSTEM MOUNTED TO SIDE OF WALL , 108' A.F.F. I I I ��` 3�' CWI I $ W 8 10 1 1 16 ;I i O <0 SECURE HOSE BIBB TO WALL @ 18' A.F.F. I I ��� I, i A 3/'HW P-5 I I I �` ,3 3/4'CW 18 I 1 I I ( � REMOTE CABLE PULL, MECHANICAL GAS SHUT-OFF VALVE. I ( �"i 12 I A 8 1 ASCO AUTOMATIC SWITCH CO RED HAT.SEE GAS SHUT-OFF VALVE DETAIL I iI i i I ON P-1 SHEET FOR MODEL #. FURNISHED AND INSTALLED 1 1 BY PLUMBING CONTRACTOR. LABEL MAIN GAS FOR BAKERY'. GAS TO +7'-O' A.F.F. THEN PROVIDE GAS COCK, DRIP LEG, UNION AND C--------- ---r-- - - - ------- - - - --- --- ------ ---------�---- - ----------`LTHREAQED-C$NNEETIOIT(�OUE1#--------------------- -- ----�----------------------------- -E�---------- --------------- -1 - --------------- C ------------------ --- --- I---------------------------- 1 O PROVIDE SIGNAGE WITH b [NCH LETTERS TO READ: I 14 , MAIN GAS SHUTOFF'. LOCATE AT 10'-O' AFG.1/' CW j I i i <& REFER TO WALL PENETRATION DETAIL DESIGN NO. CAJ-1081 ON SHEET UL-1. I I I 18 P-28 I1 ' HOSE CONNECTIONS WITH BALL VALVES AND QUICK DISCONNECTS FOR HOT AND 6 A �z'Hw 19 ( I COLD WATER, ROUTED TO MOBILE SINKS. SEE MOBILE SINK END ELEV. DETAIL. ( I _5 A 72'CW JAN 1 20M SURFACE MOUNT HW/CW, INSULATE WITH ARMAFLEX HERE ONLY. ( I I YP p-] 16 PROTECT FROM DAMAGE WITH A STAINLESS STEEL COVER. 32 4 �I NOT USED. I I I II PUS 31 NOT USED. I I III SYMMONS THERMOSTATIC MIXING VALVE W/- INTERGRAL CHECKS, MODEL 4-10B I I I I � LOCATED BELOW SINK. SEE BELOW SANK THERMOSTATIC MIXING VALVE DETAIL. I I 10 - - - - -_-_- I I PLOT DATE: I --�- - ficw-- - Q3 GAS LINE FOR ATLANTA AND JACK�SONVILLE DIVISION STORES�(NLY.. � � 10 JAN 08 3 I Q4 SEISMIC RESTRAINTS WHERE REQUIRED. SEE ANSI/SMACNA:SEISMIC RESTRAINT ' ( MANUAL GUIDELINES FOR MECHANICAL SYSTEMS 1998,SECOND EDITION I46 FOR ATTACHMENT DETAILS. I _ RACK OVE L 1I O34 4 REVISION DATA: I 1 ( I TRANSVERSE BRACING - 2 OPPOSING 1/4' CABLES 20 FT MAX I I I 300 MB I 1 S-6 = L� LONGITUDINAL BRACING - 2 OPPOSING 1/4' CABLES. 40 FT MAX I �\ 1 •I II I I I FILTERED WATER MECHANICAL CENTER SUPPLIER TO PIPE RECLAIM TANKS, CIRCULdTING - I " � � __-_-I I �2 FW STORAGE TANK II 18 ( { I PUMP AND PIPING TO UNDERSIDE\OF PREFAB UNIT.PLUMBING CQWACTOR ( I I PROOF ;i MOUNT ON SHELF REFER TO WATER &GAS 1 18 O TO MAKE FINAL WATER PIPING CONNECTIONS. I - Box I I th" cw P-28 1 PLUMBING ISOMETRIC I A I A A � � , � , FOR PIPE SIZES j A 3 ' = N i ' - - -AC-s I I ! ! \ ! I I I P-5 AC 3 _ I 1 I ( I I I I � 1 I I-- 8 FT. ry---- - '== p-10- - - - - -- I I { BORGEN HUTCH i I 3 A - I ` - - -. - - - - J 1,3 I i2' CW 0 j i j i j ?.- p_9 j is I I 6 7 12 'HW 3II 'I I I c� L= 6 B A � /2 CW P-28 P-5 #1245 (REPL. #0390) M I\ \; h• cw' cw !' c _ 3 _ j2° HW -5 3 '3 11 I 1 ZEPHYR COMMONS I I { WATER VEND {• H __ P P-6 16 -- h' cw I YP 0I I 10 - ---------- - ------ -------------------------------------- ° CW--- CW H. - * i---ia' CW - - ' TYP_--i- -- /4'CW H.B. '---2' CW P-� M -2' CW- _ _ T PRETTY POND RD. & HWY. 301 io----;� -_- - -- - --- - - --�I ------ - -_ - - -- -- - --- -- - - -- - --- ----- ----------------- --------------------------------------------3'HW------ ---i ---- Y-7 - =-�- --- -------------- - _ - -1 HW ----- - -- --- - -- -� - - L" YTu p-] ! 3 ZEPHYRH ILLS, PASCO CO., -Q, 16 18 B ,� i - - ; A � � = B is 3/' cw B � �3�0 � M L'm 0 P_5 FLORIDA j �I� :IT �I a,6W,Q - I -� ��" Hw - r--="` _---�-3�' HW �I - -c 14 H. I ' �' I No � 31 3 HW 16 0 12 I I I I I p-2 3LL 10 16 ii Q O P-g �' 16 I P-6 g------- ------ -- --- -- - ----- ------ -------------- ------------------- ------------------------------------------ --- --------------------------- --- -- - - --- -- --- ��--H.B.---------------------- ----- P-15 4 R-2 A p-3 P-1 q p-2 P-15 4 5,4 4 I I I i I I i P_5 18 ! p_ ASCO MECHANICAL SHUT I V112707 O MANUAL SHUT OFF VALVE BELOW CEILING j WATER FOXTUR2 UNOT SCHEDULE 2 DRAWING TITLE:' OFF VALVE ACCORDING T#0 GAS LINE SIZE. - �r'+1 U L5 1!- l�J L5 l�J l�JW ItiJL'-�15 i SEE MODEL BELOW DETAIL. I MARK OF WATER SUPPLY SUBTOTAL W.S. I Y GAS PIPE GAS PIPE FIXTURE FIXTURES FIXTURE UNITS FIXTURE UNITS SIZED ON P-1 SIZED ON P-1 i WATER CLOSET WC P-1&2 6 10 60 I I UNION I WATER & GAS ' -----------------------------------------'-------------------------------------------'-- - - - - -- - - - - -- ' PULLSTATION FOR (TYP.) URINAL UR P-3 1 5 5 PLUMBING PLAN -- - - - - - - -- G A S G Y G 4 Z tail ®116 O'� t`n�l DATA ( EMERGENCY SHUT I LAVATORY LAV 7 2 14 n n n7 M �I M �I DOWN OF GAS SUPPLY 7,10, { I I I I PLUNISON® DEBOGN DATA A I TO BAKERY I HAND SINK HS 13 2 26 HOUSE CUFT/HR LINE LENGTH PRESSURE BASIS OF MEASUREMENT NOTES 11,&27 WATER: 1 O O COOKING EQUIPMENT 300 MBH O 1. TOTAL FIXTURE UNITS = 213 O ASCO MECH. SHUT-OFF VALVE MODEL # BY LINE SIZE. O KITCHEN SINK KS P-9, 12 10 4 40 O O TABLE 402.4 (6) - 2004 FGC, 2003 IGC. _ V HV216585 2 SERVICE SINK SS 1 3 3 SCALE 1 n_ , n O TABLE 402.4 (3) - 2004 FGC, 2003 IGC. 1Y2' - # HV216585-4 ]8 1 TOTAL 300 MBH 193/228 10' WC 1 2. DEMAND GPM FOR FLUSH VALVE = 110 _ „ 2' HV216585-5 I bi C=10 60 KW EMER. GEN. 790 20 10 WC O 2%2" - # HV216585-6 EWC DF P-30 2 8 1 ' 3. PIPE SIZE FOR THIS DEMAND = 2%2' POT WASHER DW 30 1 8 8 FUTURE 500 KW 4. ESTIMATED GAL./MONTH = 46,634 SQ. FT. 1 G AS SHUT - 0 F F HOSE BIBB H.B. 19 5 48 STANDBY GEN. 6000 40 2PSI ((2 X 0.15 GPD X 30 DAYS = 209,853 GAL/MONTH, p_1 _ COMBINED TOTAL 6545 N/A 2PSI VALVE DETAIL WATER FILT., MIST., ETC... 8 1 8 NORMALIZED N.T.S. TOTAL 213 TO 2PSI of 7 10-JAN-2008 10,45 xmwc P:\1200-1299\1245\1245p01.dgn NO SCALE ENLARGED EMPLOYEE RESTROOM WATER PIPING ISOMETRIC T`♦\ 1 i �`�C ♦1 `♦ ` \ it \�� Q r �V L I //�/ I' I I a (� 1I 00 II ♦fir / �\ `�� � , ♦ 1 , •i' ,1 I� ,,. I *N%`� C�y�♦`\ /ice / / ' 1 ice n TQcb 1 � 1 FIN,/ r O I; I ; a / ./ ��,. \ I I 1S LINE SIZING BASED ON 2000 IGC TABLE 402.3(G), )04 FGC TABLE 402,40,NFPA 54 1999 TABLE 9-6 FOR ITURAL GAS AT PRESSURES UNDER 1POUND AS LOAD W/O A/C HEATING ]TAL CONNECTED GAS LOAD: 6545 CUFT.HR NATURAL GAS IANDBY GENERATOR: 6000 CUFT/HR NAT.GAS - 40 FT. AERGENCY GENERATOR: 790 MBH NAT.GAS - 20 FT. JOKING & HEATING EQUIPMENT: 300 MBH NAT.GAS - 191 FT. GAS PIPING ISOMETRIC SCALE: NONE oox O `02 oP�Qo���L O T 41. 1�'' 1, � I � �♦ 1 � 1 —//�/����'// lcb tl 4 loe 1 1 L � I /jP �-l�♦ � / ' '�`,`O ,LII Q i I �\,L t� � ��-/'� / / i; 1 ` �i/� ♦ Q I I' � `� /��, 1000, .1001, PROVIDE ANGLE VALVEFOR ICE MACHI TEA ISPENSERNE AND \ MAIN SHUT-OFF `\ VALVE @ FLOOR 'o VALVE DIAGRAM '/ // P-2 BEVERAGE CENTER pP����o�- 1 I I `\ �0' � � 1 . I 1\L Sp �Vy .01 Qom• %, 1 � moo. �.�\ � , ♦�, .�\,-.� I , /, I I � 1 ♦ Q L <1 1 \ 1 1 ,Q.,,`', I ac�QS J cam- �e 1 I I I I I Q ENLARGED PUBLIC RESTROOMS WATER PIPING ISOMETRIC NO SCALE, Publ-ix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6MS295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.I 1881 SC. REG.7477 Al. REG, 623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG.16340 AL. REG.20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG.2175A AL. REG. 24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG. 19743 AL REG. 23065 TN. REG. 108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG. 28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES JAN 1 A 2008P, U-)'b LI I X cm ��y PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4,4 V112707 DRAWING TITLE: WATER & GAS PLUMBING ISOMETRIC SCALE: NONE .0-JAN-2008 10:45 xmwc P:\1200-1299\1245\1245p02.d9n : dll :di 6V1 �... 7F9J17,. 1:11 91V I.�iIINIA IY4B B -FT- 1�.— REFER TO SITE PLAN FOR CONNECTION TO STORM DRAINAGE - SYSTEM REFER TO SITE PLAN FOR CONNECTION TO STORM DRAINAGE SYSTEM V! 3 3X3 DS TIE INTO STORM DRAINAGE 3X3 DS TIE INTO STORM DRAINAGE P-25 2' TO STORM SYSTEM PROJECTED ROOF AREA 945 SO. FT. PROJECTED RODF AREA 945 SQ. FT. — -— — -— — -——- — - — - —- -- — -— — -— — -— --- — - — —-—-— - — - — -—---------------- — \�REFER ------------------ fl------------- — -- — — - — - — -— --------------a------- ��� REFER TO SITE PLAN `I FOR CONNECTION TO TO SITE PLAN SANITARY DRAINAGE 2'-0„ FOR TIE INTO STORM SYSTEM ZED DRAIN SYSTEM CONNECT TO MANHOLE. MANHOLE PROVIDED UNDER CIVIL/SITE DESIGN. •1• _3 P-22 BY I VI L 24'-0' 10" SO 1 /8' �MH INVERT 15" 10, C C0�2 �.. -2.44' 8' SLOPE , �15' SD La CO-2 8X8 DS TIE IN REFER TO SITE PLAN FOR CONNECTION TO SANITARY DRAINAGE SYSTEM REFER TO SITE PLAN FOR CONNECTION TO STORM DRAINAGE SYSTEM 4'�7 of z o In U PRLur ED 8X8 DS TIE IN 8X8 DS TIE IN M Q F @ TO 10'SD MAX TO 10'SD MAX \ m TO O'SD MAX F- ROOF AREA TI o I I PROJECTED _q ED I I 9 Zo w PROJECTED PRO ECTED LLB ROOF AREA � r> r Co - TO SITE PLAN FOR CONNECTION TO SANITARY DRAINAGE SYSTEM BY CI VI L 10" 0 SD @ 1 /8'— 8X8 DS TIE IN TO 10'SD MAX WCO WCO WCO PROIJECTED ROQF AREAFr CO-2 CO-2 CO-2 ooHoo F U w FOR TIE INTO SEWER SYSTEM 2-1250 GALLON 5 GREASE TRAPS P-6 TD-1 M 4' SW I TD-1— 29;456 SO r I ° 4',, Q z ri 3 W 3 WS 3" WS 13 21 SO./FT. ROD AREA � I RO F AREA I 15,535 SQ./FT. `� I I 12,2 3 SO./FT. ° V 2" V 3" V '� 4 GW ~ CO-2 I 13,921 SO./FT. CO-2 CO-2 �L 4 --- --- -0 ' ' VTR W/ o� - WCO o: _____________ aao 0 _-_-____ m ;,OFFSET, - G � 'VTR --�_ =-=z-- - - - _- - �-- --_- -- - -_-- - --- --- --- --- -- ---- - -- - -- - - - - --- - - ----------- -- - - - -- - - --- -- --- ----------_ -- -- - - -__ _-� -- -_- - _- - --- - - - --- -- - P_2 - - _- - P_2-_ - -W� 3,O 1 G lz 12 i i i 4' S _ _ , L P-23 _ o *;v - 4'aS -- CO_1 G41D o -5 10 D-1 ' \ - 2`v 2'V WCOCO-2 ( 4"GW CO-2 I 4, W CO 2 4' CO-2 I WCO - 3 I I 12 �`3' VTR W/ - - - _ _ .� P-19 15 h 3 CO-2 ROUTE 3 CO D IN JOIST SPACE r, r 3 6 4 - M i i 3 I' OFFSET - _ / I - - - - - - - 1 _ P-6 �-�7P s 3'GW CO-2 co — 3" SW `' �'-V---------------JAI - --�------2'V----• // ---------T --------} --- ------ VT p}. CD-1 WCO D-1 3 — - . - - - - - - - - _ wC0 15 AC_ 5 — 1 -•� 3" R tl P_ Yp --- --- — -- - -- -- — -— - -- -- -- TD-1 -- -- --- -- --- -- -- --- I ---- 6 �3,s� �sw---- --- ------ -�4rc s _ ---------- c - - — T— 7 ,,.---a-------- —------- --- -mow—_ - ------ - — -— — - — - —- F IIIIIIIIIIilllllllll 3" VTR IIIIIIIIIIIIIMIIIII 6 CD- � CD-] D-1 � �` WCO = � 1 I CD 1 6 4� 14 O I 714---'\71 TD-1 7 I 2" V = I • sw 1� _ ! P-7 - P-5 P-7 4 = P-7 - , _ - 9 3 - 18 FTD 1-ullllluulllilm YP Yls I rP6 _ _ I 14 FS-1 13 I P 6 13 FS-2 �� P-7 cD i FS-1 3" w PrY . 14 YP6 ID-2 1 YP 16 '� 3' w W D-23'sw 13 T� -13 3 CO-1 , + WCO YP �. P-12 1 Yts 'P-9 `�' i illllllllllllllllll iillllllllllllllllll i ( 4• w12E'�W 3' VTR I Ptr� P-7 I • w FS_2TOY �FS_ ® 2C0 - 1 2' V CD i �3Co-1 CD-t CD-1 I ( I CD-1 CDI-1 CD-1 R CD-1 CD-1 CD-1 R CD-1 R ti I 3 � 3 4" W 4„ W 4., W 4" W 4' W CO-1 CO-1 I c0-1 CO-1 YP g ) ROLL 1 6 DOWN YP I 3 ODRA�I011 G NOTV[E, APPLICATION TO THIS SHEET - OWG.P-3 ONLY. OALL FLOOR DRAINS (FD)CONNECT Td 3"W UNLESS OTHERWISE NOTED. cc If, O CASE DRAINS SERVING TWO SIDE BY SIDE REFRIG. CASE SHALL BE 2 POSITIONED 1 FOOT FROM THE CASEI WALL COMMON TO BOTH + TO REFRIG. CASES, REFER TO REFRIGERATED CASE DRAIN DETAIL. 3OALL SAFE WASTE (S.W.) 3" UNLESS NOTED OTHERWISE. REFER TO SAFE WASTE DETAIL. ' 4OEXPOSED VENT WASTE STACK FASTENED SECURELY TO WALL BY PLUMBER. COORDINATE WITH PUBLIX I REPRESENTATIVE. CD-1 a 5 ALL CONDENSATE DRAINS ABOVE CEILINGS SHALL BE INSULATED. 6 3" CASE DRAIN (CD) FOR INDIRECT W�STE FROM MARKET COOLERS. SEE SHEET R-1 FOR ROUTING OF CO,DENSATE-LINE. O 3" WASTE STACK THROUGH ROOF WITI1 FLASHING FOR A/C CONDENSATE DRAIN, LOCATE DRAINS MINIMUM 18'FROM ROOF CURBS. 8 MASTER TRAP WITH FULL SIZE VENT II REQUIRED FOR GEORGIA SITES ONLY. , 9 THIS SECTION OF PIPE SHALL BE ABS OR CPVC. 10 WATER SAVER TRAP PRIMER TO FLOOR DRAIN OR FLOOR SINK FROM NEAREST LAVATORY, i CD-Icc 3' W HAND SINK OR S. SINK. SEE APPROPRIATE DETAIL FOR MORE DETAILS.. O11 NOT USED TYP. 12 ALL VTR MUST BE A MINIMUM OF 3�AWAY FROM PARAPET AND 10' AWAY FROM ANY AC UNIT OA INTAKE OR SUPPLY AIR FAN. 13 CONDENSATE DRAINS FROM DUCTLESS A/C UNITS. 14 MAXIMUM LENGTH OF DRAINAGE PIPIING FROM THE CASE DRAIN TO BRANCH DRAIN SHALL NOT EXCEED 10 FT. a 15 THE PLUMBING AND REFRIGERATION (CONTRACTORS SHALL COORDINATE a VENT PIPES AND REFRIGERANT DROPS TO RUN BUNDLED TOGETHER. 16 6'PVC SLEEVE UNDER SLAB WITH LONG RADIUS ELBOWS FOR CARBONATED SODA D1SFENSERS 17 2"PVC SLEEVE WITH LONG RADIUS E� BOWS BY PLUMBER. VERIFIY LOCATION OF CD-1 SCISSOR LIFT AND STUB -UP TO 8'ABOVE FLOOR AND STRAP TO WALL. -- - — - — -— - — - — -—-—-—-—-—-—-—-—-—-—-—-—- L+-—-—-—-—-—-—-—- — - — - —- -- - Qm[EQS I 2000 IPC COMMENTARY, SECTION 1003.314.1 CD-1 3• W 1. ESTIMATED MAXIMUM FLOW RATE = 2$8.4 GALLONS. 2. USING A 7 MINUTE DETENTION TIME 14 TYP. 3. FLOW THRU TANK CAPACITY; 7X288.41 2,018.0 GALLONS 4.USE (2)1250 GALLON GREASE INTERCEPTORS IN SERIES CO-1 ALL PLUMBING SOIL -WASTE LINES SHALIL HAVE A STARTING INVERT OF (-) Y-0' BELOW FINISHED FLOOR WHERE POSSIBLE, COORDINATE TIROUGH PUBLIX REPRESENTATIVE TO INSURE LOWEST } POSSIBLE INVERTS FOR FUTURE REMODTLING. ' WHERE FLOOR SINKS ARE NOT ALLOWS BY CODE, SUBSTITUTE WITH FLOOR DRAINS,SEE RAIN SCHEDULE. i CD-1 + CD-i 3' W Oc i 2 i TYP. I 3 I 9'-0' I -- - - - ------- - - - - -- - -- co- i CD-] CD-1 CD-1 13• W CD-1 � CD-1 i CD-1 OC ' I i ( ( I ( I CD -I 3' W 3' W �O CD-1 I O TYP. 14 i TYP. I i I I I I I I ( 16s I TYF I CD-1 3 W 3' w � CD-1 I 14 I I I I i I CO-1 I I I i I I 1 5 I a O 1 7 1 I i CD-1 3' W I e W ao co-1 M AC-1 I( I I I I j I t I 1 i ► _ � 1 1 I I I --4'W-- --- - —- _- _r-- 1 12 � � 3CVOTR W/ 017 D-1 OFFSET CID-1 CO-1 CO-1 ROLL co-1 ( I I I 14 I DOWN 3 3 14 TYP. ih TYP. I 0 ° 7'-r' . U i • W CD-1 I I M � i 3 .W , CD-1 14 ' v 2 I I I 3 TYP. TYP I I Co-1 3• w I I = I I � I I I I & I � I CO-1 0 YY� I I I I 3' ¢ , I I I I D-1 � I I I I 0 � 3" W 30CD-1 I I I 3' W � I I CO-1 ! � CO-1 �� I 3 COND I I I Iliillllilllillllil CID 12 ' W CD-1 I ! 3' W 2' VTR - I I ROUTE 3' CONDENSATE PIPE�CD-1 FS 1 I I DOWN ALONG COLUMN YP I P-7 —15 CO 15 _ CO \ . I wco � � w° o� I I zo l I � 1 1 3 W M CD-il ' 1 cam' o 14 i 3 O 3 i i t i c,, z � ---J I ' 1 1 � TYP: � 0 _1 O � I II I I CD-2 3'w I--- � ( 16 \�y X CD-122s _ROUTE 3_COND YF� P-9 I IN JOIST SPACE I z ! I I 3" CONDENSATE FS-1 o I ' " WCO PIPE TO AC-4 ' 3' COND. 3" COND. _ _ _ _ _ _ z 7 ' I I � CO-1 I I P- � AC- co-1, 3• W ') i I AC-2 I I wco �------ I P-7 CD-1 TY 16 CO- 3' GW ' i 3 GW , WCO CD-1 I 3• W P-9 i 3' w w CD-1 I I I I I 13 NI FS- ' i I CO- I 3 W CD-1 I I � 8 3' TYP6 I �. rn-i I i ( ( I ( I CD -I 3' W 3' W �O CD-1 I O TYP. 14 i TYP. I i I I I I I I ( 16s I TYF I CD-1 3 W 3' w � CD-1 I 14 I I I I i I CO-1 I I I i I I 1 5 I a O 1 7 1 I i CD-1 3' W I e W ao co-1 M AC-1 I( I I I I j I t I 1 i ► _ � 1 1 I I I --4'W-- --- - —- _- _r-- 1 12 � � 3CVOTR W/ 017 D-1 OFFSET CID-1 CO-1 CO-1 ROLL co-1 ( I I I 14 I DOWN 3 3 14 TYP. ih TYP. I 0 ° 7'-r' . U i • W CD-1 I I M � i 3 .W , CD-1 14 ' v 2 I I I 3 TYP. TYP I I Co-1 3• w I I = I I � I I I I & I � I CO-1 0 YY� I I I I 3' ¢ , I I I I D-1 � I I I I 0 � 3" W 30CD-1 I I I 3' W � I I CO-1 ! � CO-1 �� I 3 COND I I I Iliillllilllillllil CID 12 ' W CD-1 I ! 3' W 2' VTR - I I ROUTE 3' CONDENSATE PIPE�CD-1 FS 1 I I DOWN ALONG COLUMN YP I P-7 —15 CO 15 _ CO \ . I wco � � w° o� I I zo l I � 1 1 3 W M CD-il ' 1 cam' o 14 i 3 O 3 i i t i c,, z � ---J I ' 1 1 � TYP: � 0 _1 O � I II I I CD-2 3'w I--- � ( 16 \�y X CD-122s _ROUTE 3_COND YF� P-9 I IN JOIST SPACE I z ! I I 3" CONDENSATE FS-1 o I ' " WCO PIPE TO AC-4 ' 3' COND. 3" COND. _ _ _ _ _ _ z 7 ' I I � CO-1 I I P- � AC- co-1, 3• W ') i I AC-2 I I wco �------ I P-7 CD-1 TY 16 CO- 3' GW ' i 3 GW , WCO CD-1 I 3• W P-9 i 3' w w CD-1 I I I I I 13 NI FS- ' i I CO- I 3 W CD-1 I I � 8 3' TYP6 I �. rn-i CO-1 CO-1 ROLL co-1 ( I I I 14 I DOWN 3 3 14 TYP. ih TYP. I 0 ° 7'-r' . U i • W CD-1 I I M � i 3 .W , CD-1 14 ' v 2 I I I 3 TYP. TYP I I Co-1 3• w I I = I I � I I I I & I � I CO-1 0 YY� I I I I 3' ¢ , I I I I D-1 � I I I I 0 � 3" W 30CD-1 I I I 3' W � I I CO-1 ! � CO-1 �� I 3 COND I I I Iliillllilllillllil CID 12 ' W CD-1 I ! 3' W 2' VTR - I I ROUTE 3' CONDENSATE PIPE�CD-1 FS 1 I I DOWN ALONG COLUMN YP I P-7 —15 CO 15 _ CO \ . I wco � � w° o� I I zo l I � 1 1 3 W M CD-il ' 1 cam' o 14 i 3 O 3 i i t i c,, z � ---J I ' 1 1 � TYP: � 0 _1 O � I II I I CD-2 3'w I--- � ( 16 \�y X CD-122s _ROUTE 3_COND YF� P-9 I IN JOIST SPACE I z ! I I 3" CONDENSATE FS-1 o I ' " WCO PIPE TO AC-4 ' 3' COND. 3" COND. _ _ _ _ _ _ z 7 ' I I � CO-1 I I P- � AC- co-1, 3• W ') i I AC-2 I I wco �------ I P-7 CD-1 TY 16 CO- 3' GW ' i 3 GW , WCO CD-1 I 3• W P-9 i 3' w w CD-1 I I I I I 13 NI FS- ' i I CO- I 3 W CD-1 I I � 8 3' TYP6 I �. rn-i 2 � CD- TYP. TYP. CD-1 ( 3" w 3. w 1 2'VTR 2_V o I „ wco 35w3 q� 7 i VTR 17 i P-6 ) co-, 3C1 WCO (2_y12 � 2 P-10 P-6 CO-1 (TYP.) I I I I I i I SITE PLAN I 0 CD I I I I r- 5 I AC-6 11 1' II C3� i I I I 10 p- 6-I 2 v N, � I I I We , 1 P-6 1 <A6> 1 � r � I V I r 8 FT. BORGEN HUTCH 4W CD-1 CO-1 3 CO-1 3'V @ �' 'PER INCLINE TO VTR_ - P-iS ° _ in-'i i'BEFOw WINDOW SILL ` \ 2" V 3' VTR � m I Wco P :4 wco 3' VTR W/ I 3 VD 3' WS I CO-1 OFFSET I I I I I I ----�----------------=-=olio------------------------ -000�- I I WCO-( I I - I I I I O a O R- ' 7 I I I I - II ' 3' W- � P-27 WCO I 4• S P^- REFER , ROUTE �' COPPER O� 3" W � CD-1 ' I CONDENSATE GRAIN 1 T RE T 3'CD 1 � 1 I � of I UI I 3' CONDENSATE 4' W 3' W I 5 7 PIPE TO AC-3 co -I -1 i AC-3 1 CD-ld' i 3" GW i I CO-1 � FS-14' GW 4" GW CD 3' VTR CO -1 0_1 13 s WCO 3•SW -� j�l Y � i WCO 3 T P. P�7 WCO R12 WCO 11 - P-310 � FS-1 �-2 P-5 10 - - - � i -1 2' V 2' V � 3' V 2' V 3' V WCO WCO I WCO WCO WCO I 2 17�15��YI I I I I I I I I O O tt� L� V LMJ o O 11V � L�1 � �J Q Q IJV D L,=.1 Ll L�=J 1. TOTAL FIXTURE UNIT AT BUILDING TO SEWER SYSTEM IS 228 FIXTURE UNITS. 2. DRAINAGE SYSTEM FOR REFRIGERATED CASES IS DESIGNED AS A COMBINATION WASTE VENT SYSTEM. P-71 wco 3' VTR W/ CO-1 P-9 OFFSET ®f�AO�(IAGCC� f�0X4URG 1�1�U4 S�aC�®�JdG MARK " OF WASTE SUBTOTAL WASTE FIXTURE FIXTURES FIXTURE UNITS FIXTURE UNITS WATER CLOSET WC P-1&2 6 4 24 URINAL UR P-3 1 2 2 LAVATORY LAV 7 1 7 HAND SINK HS P-6, 7, 10, 13 2 26 11,&27 KITCHEN SINK KS P-9, 12 10 4 40 SERVICE SINK SS P-23, 26 1 3 3 EWC OF P-18&19 2 %2 1 POT WASHER OR DW P-24, 30 1 4 4 POWER SOAK CASE DRAINS CD CD-1, 2 67 1 67 FLOOR/TRENCH DRAINS FD/TD TD-1, 2, 3 27 2 54 D-1 2 3 4 TOTAL 228 Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 68Q-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAYID TAULBEE, AIA ARCHITECT -fL REG. 91318 DAYID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.( 1881 SC: REG.7477 AL. REG. 6234 TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG.1b340 AL REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL REG. 51959 GA. REG.27740 SC. REG.21754 Al. REG. 24905 TN. REG.147882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA REG. 021246 SC, REG. 16521 AL REG.20581 TN. REG.106507 ANTHONY CLEMENT(, PE MECHANICAL _FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA, REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN METER, PE ELECTRICAL • FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT 70 BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES54,4 Ili PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: SANITARY WASTE PLUMBING PLAN SCALE: 1 /8 ° = V- a" 'J-JAN-2008 10:44 xmwc P:\1200-1299\1245\1245p03.dgn I 11 3: ii i I. 1l. i_',I: 61', �i of z 8 FT. BORGEN HUTCH 4W CD-1 CO-1 3 CO-1 3'V @ �' 'PER INCLINE TO VTR_ - P-iS ° _ in-'i i'BEFOw WINDOW SILL ` \ 2" V 3' VTR � m I Wco P :4 wco 3' VTR W/ I 3 VD 3' WS I CO-1 OFFSET I I I I I I ----�----------------=-=olio------------------------ -000�- I I WCO-( I I - I I I I O a O R- ' 7 I I I I - II ' 3' W- � P-27 WCO I 4• S P^- REFER , ROUTE �' COPPER O� 3" W � CD-1 ' I CONDENSATE GRAIN 1 T RE T 3'CD 1 � 1 I � of I UI I 3' CONDENSATE 4' W 3' W I 5 7 PIPE TO AC-3 co -I -1 i AC-3 1 CD-ld' i 3" GW i I CO-1 � FS-14' GW 4" GW CD 3' VTR CO -1 0_1 13 s WCO 3•SW -� j�l Y � i WCO 3 T P. P�7 WCO R12 WCO 11 - P-310 � FS-1 �-2 P-5 10 - - - � i -1 2' V 2' V � 3' V 2' V 3' V WCO WCO I WCO WCO WCO I 2 17�15��YI I I I I I I I I O O tt� L� V LMJ o O 11V � L�1 � �J Q Q IJV D L,=.1 Ll L�=J 1. TOTAL FIXTURE UNIT AT BUILDING TO SEWER SYSTEM IS 228 FIXTURE UNITS. 2. DRAINAGE SYSTEM FOR REFRIGERATED CASES IS DESIGNED AS A COMBINATION WASTE VENT SYSTEM. P-71 wco 3' VTR W/ CO-1 P-9 OFFSET ®f�AO�(IAGCC� f�0X4URG 1�1�U4 S�aC�®�JdG MARK " OF WASTE SUBTOTAL WASTE FIXTURE FIXTURES FIXTURE UNITS FIXTURE UNITS WATER CLOSET WC P-1&2 6 4 24 URINAL UR P-3 1 2 2 LAVATORY LAV 7 1 7 HAND SINK HS P-6, 7, 10, 13 2 26 11,&27 KITCHEN SINK KS P-9, 12 10 4 40 SERVICE SINK SS P-23, 26 1 3 3 EWC OF P-18&19 2 %2 1 POT WASHER OR DW P-24, 30 1 4 4 POWER SOAK CASE DRAINS CD CD-1, 2 67 1 67 FLOOR/TRENCH DRAINS FD/TD TD-1, 2, 3 27 2 54 D-1 2 3 4 TOTAL 228 Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 68Q-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAYID TAULBEE, AIA ARCHITECT -fL REG. 91318 DAYID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.( 1881 SC: REG.7477 AL. REG. 6234 TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG.1b340 AL REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL REG. 51959 GA. REG.27740 SC. REG.21754 Al. REG. 24905 TN. REG.147882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA REG. 021246 SC, REG. 16521 AL REG.20581 TN. REG.106507 ANTHONY CLEMENT(, PE MECHANICAL _FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA, REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN METER, PE ELECTRICAL • FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT 70 BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES54,4 Ili PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: SANITARY WASTE PLUMBING PLAN SCALE: 1 /8 ° = V- a" 'J-JAN-2008 10:44 xmwc P:\1200-1299\1245\1245p03.dgn I 11 3: ii i I. 1l. i_',I: 61', �i of z Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 68Q-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAYID TAULBEE, AIA ARCHITECT -fL REG. 91318 DAYID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.( 1881 SC: REG.7477 AL. REG. 6234 TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG.1b340 AL REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL REG. 51959 GA. REG.27740 SC. REG.21754 Al. REG. 24905 TN. REG.147882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA REG. 021246 SC, REG. 16521 AL REG.20581 TN. REG.106507 ANTHONY CLEMENT(, PE MECHANICAL _FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA, REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN METER, PE ELECTRICAL • FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT 70 BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES54,4 Ili PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: SANITARY WASTE PLUMBING PLAN SCALE: 1 /8 ° = V- a" 'J-JAN-2008 10:44 xmwc P:\1200-1299\1245\1245p03.dgn I 11 3: ii i I. 1l. i_',I: 61', �i of z � vow 40� voti lo~ 0 c> O hm �� 0 vQ' � OO S vim\ I I a � ��.��oo Q � i i ?Z /1 / ' I ' I / 1 .J t / I I i I i I wC0 I Q I I � 1 � ' WCO O• �' I � I 3 wC0 wco I Q� 1 I I 3" WS (wC0 2� 0 ENLARGED EMPLOYEE RESTROOM- SANITARY PIPING ISOMETRIC NO SCALE rL I I � " I WIT,o `O Qpo�-0 1oe�Q�o�o~�o O'.C.-t�`'� 4a -v a 1 1 LPL �♦ �v2 I i a I s. �q 1 �`o I i .gyp I/ I / I I I I I �Lp ll� ENLARGED PUBLIC RESTROOM SANITARY PIPING ISOMETRIC NO SCALE I I I L I I I I I r Q'�til Publixe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811.331 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.11881 SC. REG. 7477 AL. REG.623A TN.REG.103497 JOHN W. KITCHENS, PE CI)AL/STRUCTURAL - FL. REG.46277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL• FL. REG.51959 GA. REG. 27740 SC. REG.21754 AL. REG. 24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG.A3889 GA. REG. 021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL PEG.54781 GA. REG.31882 SC.REG.25591 AL REG. 28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC, REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: SANITARY WASTE PLUMBING ISOMETRIC SCALE: NONE of � 10-JAN-2008 10:43 xmwc P:\1200-1299\1245\1245p04.dgn -- - - - _ - TT T .T _ - i - -.-- - , v- — - - - k S BRASS MODEL f952 ROTARY WASTE _VE WITH FLAT TYPE 2AINER AT ALL DRAINS. 3'-5Y2" 8, 1'-10° 8" 1' 0 SCULLERY PRE RINS TYPICAL FAUCET VERIFY MOUNTING LOCATION MOUNTING SIDE. DELI & BAKERY SINKS T & S BRASS MODEL B-2832-40 MIXING FAUCET BODY & B-156 ADF W/12'SPOUT ,PRODUCE SINK T & S BRASS MODEL B-2445 FAUCET SCALE: 1-0' WITH SPRING CHECKS. TEMPERING WATER FCW TO FAUCET TO FAUCET MIXING VALVE I 1 %'COMPRESSION TEE AND IN -LINE I CHECK ANGLES i VALVE 3 U = I -HW------CW-� SYMMONS THERMOSTATIC MIXING VALVE W/ INTEGRAL CHECKS, MODEL 4-10B, LOCATED BELOW SINK. BELOW SINK THERMOSTATIC s MIXING VALVE DETAIL P-5 N.T.S. 1 4 COMP. MEAT CUTTING SINK - T & S BRASS MODEL B-2832-40 MIXING FAUCET SCALE: %" = V-0' BODY & B-156 ADF W/12' SPOUT. - T & S BRASS MODEL B-2445 FAUCET WITH SPRING CHECKS. - T & S BRASS MODEL B-3952 ROTARY WASTE VALVE WITH FLAT TYPE STRAINER AT ALL DRAINS. 1 COMP. SINK W/ 1 COMP. SINK W/ LEFT DRAINBOARD RIGHT DRAINBOARD 3 1 COMP. BAKERY SINK P-5 T & S BRASS MODEL B-2445 SCALE. %, = 1'-0' FAUCET WITH SPRING CHECKS. T & S BRASS MODEL B-3952 ROTARY WASTE VALVE WITH FLAT TYPE STRAINER AT ALL DRAINS. WASTE PIPING HW PIPING WITH INSULATION ALONG OUT SIDE OF REF.WALL. WCO ARMOR WALL TO WASTE STACK COOLER WALL TOP (BY SHEET METAL 16 GA. GALVANIZED BACKING CONTRACTOR) T 1 BOLT THROUGH WALL REFRIGERATED WALL HAND SINK SINK'S POTABLE & SANITARY PIPING N.T.S. STAINLESS STEEL WALL HANGER W/ ( 3) 1 /4' 0 HOLES ( FACT. SUPPLI ED) . fie 4 DELI & PRODUCE P-5 PREP SINKS SCALE: "= l'-O' - T & S BRASS MODEL B-2445 FAUCET WITH SPRING CHECKS. - T & S BRASS MODEL B-3952 ROTARY WASTE VALVE WITH FLAT TYPE STRAINER AT ALL DRAINS. REFRIGERATED WALL I I I I I i CW SUPPLY PI PING HW BEYOND i 1 it 1 1 I I it 1 1 111 I 1 1 II I 2' VENT If I f I I I II 11 ARMOR WALL TO COOLER WALL TOP i I t i 11 (BY SHEET METAL CONTRACTOR) I 11 I 11 I i i II I I I1 II III 1 1 (3) SAE GRADE 3 1 /4" -20UNC X 5' 11 1 I HEX HEAD STAINLESS STEEL BOLT j l I I 11 11 W/ HELICAL LOCK WASHER AND III i i i HEX HEAD JAM NUT I1 I II 1 If W/ WASHER. TORQUE TO 49 IN -LB I :HAND SINK }� I I I If i 1 i 11 I 2 PER SIDE) SAE GRADE 3 I--i �3 3/8'-16UNC X 5' HEX HEAD BOLT I- -V 1 W/ HELICAL LOCK WASHER AND HEX HEAD JAM NUT l W/ WASHER. TORQUE TO 24 FT -LB If I 11 1 PD THERMO MIXING VALVE SEE DETAIL i i �� CLEAN OUT I i 11 1 1 FLOOR i II i l LONG SWEEP ELBOW STOP VALVE &RISER i I I 1 I I I 1 \ - - 3' DRAI N DISCONNECT CHECK VALVE P-17 VACUUM RELIEF: (TYPICAL) CIRCULATING PUMP WATTS N36 CLAMP ON TOP SHUT-OFF VALVE OF HWR PIPING (TYPICAL) lY2'HW- - - - - _ _ _ _ 1 f2'H_W - - - - _ 1Y2'HW - - - i/2'HW 1407 t L�-0Td- - --------1�t------------ --- -----------------t TO HOT WATER DISTRIBUTION CHECK VALVE I I N/C N/0 -� HOT GAS PIPING N/0 3f' HWR SYSTEM REFER TO TO P-i FOR N HOT GAS PIPING p------------------- I- I -tom- ---------+ CONTINUATION I ORPIM #�EFRIGERATION �j 1� m «REFRIGERATION A N/O RESSURE AND LN/0 N/0 N/D TEMPERATURE - GAUGE (TYPICAL) I ( ° AQUA STAT c c c T& P RELEIF VALVE: 1%2'CW REFER TO P-1 � U3FURNISHED BY WATER HEATER FOR CONTINUATION �f 1 P-13 3f_ _ P=13 _ _ _ _ _ _ P�14 --_ _I ABOVEMANUFACTURER, PRESSURES PSI HEAT RECLAIM TANKS: P-13 ------'�gT c 1f8I c 3/4,FLFCTRIC (TYPICAL). I I I RECLAIM RECLAIM WATER 3/4' RELEIF DRAIN PIPE THERMA-STOR PRODUCTS, TS-III-1, 119 GALLON STORAGE TANK IYZ, TANK 1Y2' HEATER TO OUTSIDE. DISCHARGE CAPACITY, WITH 6KW, 208V/1 PH AUX. HEATING ELEMENT 1 j2'i%2' NHIL 1%2�' 6 A.F.G. (TYPICAL) ELECTRIC WATER HEATER: P-14 EXPANSION TANK r C RHEEM MANUFACTURING, E120-36-GS, 220 GALLON STORAGE AMTROL ST-60V-C , , , CAPACITY, 36KW, 208V/3 PH,2 STAGE ELEMENTS, CIRCULATING PUMP: P-17 SAFETY DRAIN PAN:3'DEEP 36'x36', MANIFOLD WITH EQUAL LENGTHS OF ARMSTRONG ASTRO 50B 'ALL BRONZE* IN LINE BOOSTER PUMP GALVANIZED WELDED LIQUID TIGHT PIPING AND NUMBER OF FITTINGS 10 GPM 0 13 FT HEAD,:Y,'INLET AND OUTLET,1/6 HP. WITH 1' DRAIN LINE TO OUTSIDE, DISCHARGE G'A;F.G. WATER HEATER/ HEAT RECLAIM PIPING DETAIL BALL WATTS 47 VALVE BFP lh' CW SUPPLY Ih' CLEAR PLASTIC BRAIDED HOSE , NSF APPROVED FOR FOOD SERVICE APPLICATIONS. BAKERY CHILLED WATER SYSTEM N.T.S. HEAT RECLAIM TANKS AND ELECTRIC WATER HEATER SHALL BE PREPIPED WITH ALL ACCESSORIES IN THE MECHANICAL CENTER BY HILL -PHOENIX BACKEROD AND CAULK ON BOTH SIDES O :CK .VE o, FIN. FL. - - STEEL PIPE FOR SLEEVE THRU WALL 2 PIPE SIZES LARGER THAN WATER OR DRAINAGE PIPE. 'CONC SLAB PROVIDE BACKEROD AND CAULK BOTH SIDES CARRIER PIPE >a a SLEEVE THRU WALL DETAIL N.T.S. \ / N.T.S. A- 6-1/4' B- 4' C- 6' D- 4'MIN a E- 4'MIN. OUTSIDE D' COOLER A w REBAR STAKES r C o TO +0'-0• 3" DRAIN -�AFE WASTE RAP WALK-IN COOLER DOOR 14 TRENCH DRAIN DETAIL P-5 N.T.S. a' N - 63/' 5 NARROW 3 COMP P-5 BAKERY SINK SCALE:` = 1'-0' - T & S BRASS MODEL B-2832-40 MIXING FAUCET BODY & B-156 ADF W/12"SPOUT - T & S BRASS MODEL B-3952 ROTARY WASTE VALVE IIi1fI►31 UU151UE 3 COMP. SINK W/ RIGHT DRAINBOARD pA O V G d' I REMOVABLE BRACKET FAUCET MOUNT W/ 1%8 FAUCET N s' 1. � SEAFOOD SINKSSCALE: '= 1`-0' T & S BRASS MODEL B-2832-40 MIXING FAUCET BODY W/ B-156 ADF W/12"SPOUT& B-3952 ROTARY WASTE W/ FLAT STRAINER. FLEXIBLE VINYL HOSE ASSEMBLY W/ B-452 QUICK DISCONNECTS & INTER -CONNECTING ADAPTERS MODEL # B-2395-02. 10'-6' POWER SOAK SYSTEM SINK - POWER SOAK SYSTEM IS PRE-EQUIPED W/ SCALE:%'= l'-O" ALL THE NECESSARY T&S PLUMBING PARTS: PRE -RINSE FAUCETS, ROTARY DRAINS & ADD ON FAUCET BY SINK MANUFACTURER. REFER TO EQUIPMENT FLOOR PLAN FOR SINK ORIENTATION, LEFT TO RIGHT OR RIGHT TO LEFT. PLUMBUNG FOX'I IRE SCHEDULE AMERICAN STANDARD SERVICE CONNECTIONS MARK FIXTURE OR AS NOTED SUPPLIED REMARKS TRAP/DRAIN CW HW ELEC.VOLT. DESCRIPTION BY CONNECTION PHASE - 2234.015 ELONGATED, MADERA, OLSONITE 95SS P-1 WC - WATERCLOSET EXTRA HEAVY DUTY WHITE SEAT, SLOAN ROYAL 4" 1" ----- ------- PLUMBER FLOOR MTD *111 VALVE, 48130-100 BOLT CAPS, 1.6 GPF. 3043.102 ELONGATED, MADERA 17' HIGH, P-2 WC - WATERCLOSET OLSONITE 95SS - EXTRA HEAVY DUTY WHITE SEAT, 4" 1" ----- ------- PLUMBER FLOOR MTD (H.C.) SLOAN ROYAL #111 VALVE, 48130-100 BOLT CAPS, 1.6 GPF. P-3 UR- URINAL 6501.010 WASHBROOK,SLOAN ROYAL 2" /4 PLUMBER WALL MTD. 186-1 FLUSH VALVE, 1.0 GPF. ----- _______ 17TO LIP ON H.C. T&S BRASS B-2701 SINGLE LEVER FAUCET SINK BY GENERAL P-4 LAV - LAVATORY W/0.5GPM AERATOR, B-0899 GRID STRAINER, i%' %2 �' ------- CONTR., HARDWARE WALL MTD. ZURN Z1021 WATER SAVER -TRAP PRIMER W/ BY PLUMBER INSULATION COVERING, COPPER RISER STOPS. SYMMONS MODEL 4-10B MIXING VALVE. 0955.000 AMERICAN STAND., MURRO,W/CHICAGO 116.211.21.1 DC, SINGLE HOLE DECK MOUNT, INTERNAL MIXING P-5 LAV -LAVATORY BATTERY POWERED,HANDS FREE FAUCET W/ 0.5GPM 11�• t/z• �Z• ------- SINK &HARDWARE SI VALVE SET AT AERATOR,327-X GRID STRAINER, ZURN Z1021 WATER PLUMBER 105 DEGREES SAVER -TRAP PRIMER, COPPER RISER STOPS, SINK BY PUBLIX P-6 LAV - LAVATORY NOT USED It . /2 t /i I . Y. _______ DRAIN AND MOBILE (MOBILE) SUPPLY LINES BY PLUMBER ELKAY CHS171G 18 GA. TYPE 304 S.S.14 4 X 17 Y2 P-7 HAND -SINK T&S BRASS B-2443 FAUCET W/1.0 GPM AERATOR IY2 YY %2° ------- PLUMBER WALL MTD. LK8 DRAIN, SYMMONS MODEL 4-10B MIXING VALVE, COPPER RISER STOPS, 17 GA C.P.C.B. P-TRAP W/C.O.. P-8 S - SINK NOT USIM 1%2' 1/2' 1/2° ------- PLUMBER CAB. MTD. STAINLESS STEEL SINK, FURNISHED BY FLOOR & WALL MTD. P-9 KS -SINK PUBLIX AND INSTALLED BY PLUMBER, _______ HARDWARE SEE APPROPRIATE 3.0 GPM AERATOR. BY PLUMBER SINK DETAILS AND/OR ELEVATION ELKAY LRAD-1720553,17X2OX5 h,SS COUNTER TOP SINK, S ASS B-1139 W/ 4'WRIST BLADE, P-10 S- SINK FAUCET W BR33X GOOSENECK, LKAD 35 DRAINS lI2' %2' �2' ----`-` PLUMBER CAB. MTD. 17GA C.P.C.B. TRAP W/CLEANDUT, COP. RISER STOPS, 1.0 GPM AERATOR, SYMMONS # 4-10B MIXING VALVE. ELKAY BCR-15-2-S.S.SELF RIMMING-12XIOXG P-11 S - SINK S.S. SINK, LK-36 DRAIN, T&S BRASS B-892 1Y2' %z' YY ----- PLUMBER CAB. MTD. FAUCET, PVC TRAP, COPPER RISER STOPS, 1.0 GPM AERATOR, SYMMONS # 4-10B MIXING VALVE. MOBILE S.S. WORK SINK, NSF APPROVED, T&S BRASS B-2832-40 FAUCET & 156 ADF,B-3952 SINK BY PUBLIX P-12 KS - SINK STRAINER/WASTE VALVE AND BRAIDED CLEAR t I%2 L /2' 1 Y2 _______ HARDWARE (FAUCETS, MOBILE PLASTIC SUPPLY LINES WITH QUICK CONNECT DRAINS, FITTINGS, 2.0 AERATOR. ETC.) BY PLUMBER P-13 HWH - HOT WATER 3' DEEP DRAIN IPAN; 13aGALMBH RECLAIM HEATE- IY2• 1V2, APO PUBLIX/ SEE WATER HEATER STORAGE TANK REFRIGERATION UN[T #1. 162._ MBH RECLAIM 71 HILL PHOENIX DETAIL FDR PIPING HEAT - REFRIGERATION UNIT #Z. P-14 EWH - ELECTRIC RHEEM/RUUD E120-36-GS,120 GAL. STORAGE 36 KW GPH RECOVERY 100�T, '---- 1�, lh• PUBLIX/ SEE WATER HEATER DETAIL FOR PIPING & WATER HEATER TPRTVALVE,ULPLISTED149 2jg�3 HILL PHOENIX EXPANSION TANK SMITH #55090T SINGLE TAP NON -FREEZE RECESS HYDRANT W/ INTEGRAL VACUUM BREAKER (FOR STORES NORTH OF FLORIDA.) P-15 HYD - HYDRANT ----- 3/4' ----- ------- PLUMBER WALL RECESSED +18' SMITH #5509OT-SAP SINGLE TAP RECESS HYDRANT W/ INTEGRAL VACUUM BREAKER (FOR FLORIDA STORES ONLY.) SMITH #55600T HW-CW NON -FREEZE RECESS HYDRANT W/ VACUUM BREAKER (FOR STORES NORTH OF FLORIDA.) P-16 HYD - HYDRANT ----- 3f' V ------- PLUMBER WALL RECESSED +18' SMITH #5560QT-SAP HW-CW RECESS HYDRANT W/ INTEGRAL VACUUM BREAKER (FOR FLORIDA STORES ONLY.) ARMSTRONG ASTRID 50B 'ALL BRONZE' PUBLIX/ MTD. ON -THE HWR IN P-17 CP - CIRCULATING IN LINE BOOSTER PUMP, 10 GPM L13 FT ------- ------- Y' 120/1 HILL PHOENIX MECH.CENTER SEE PUMP OF HEAD, 3/4" INLET AND OUTLET.1/6 HP. WATER HEATER DETAIL. ELKAY MODEL EZTLBC OR P-18 EDF - ELEC. DKG. FTN. DUAL LEVEL OASIS MODEL PBACSL DUAL LEVEL, BARRIER FREE, 11/2 1/2 ----- 120/1 PLUMBER WALL MTD 8.0 GPH, PVC TRAP, COPPER RISER STOPS. ELKAY MODEL EZS-8 OR P_19 EDF - ELEC. DKG. FTN. OASIS MODEL P8AC BARRIER FREE, 8.0 GPH, 11/4' ' ----- 120/1 PLUMBER WALL MTD PVC TRAP,COPPER RISER STOPS. ICE MACH. BY PUBLIX 1/2' P-20 I.M. ICE MACH. ROUGH -IN &HOOK UP BY --- FILTERE ----- ------- PUBLIX FLOOR & WALL MTD. PLUMBER WITH STOP VALVE WATER P-21 D.W.- DISHWASHER NBT USED --- --- %' 208/1 PUBLIX CAB.MTO. ZURN FLOW THROUGH Z-887-24 CATCH BASIN LOCATED IN P-22 CB -CATCH BASIN 24X24X24 WITH Z-8240G GRATE AND 6' ----- --- ----- ------- PLUMBER TRUCK WELL OUT FT A' ABOVE B3TTOM SMITH #2690 OR ZURN #ZI982-31 CAN WASH DRAIN, T & S BRASS B-1025-1 VALVES, FLR & WALL MTD P-23 C.W.- CAN WASH WATTS 288 A VACUUM BREAKER 3' 3/4'3f ' ------- PLUMBER AT +60' SEE DTL.. PERFORATED S.S. PROVIDE T & S BRASS MODEL #B-665-BSTR SERVICE SINK FAUCET BUCKET W/ S.S WITH VACUUM BREAKER MESH LINER P-24 P.W.- POTWASHER USED --- �' Y' 208/3 PUBLIX FLOOR MOUNTED. 3/ GAS. GOULDS SERIES 3887 MODEL IIWS0718BF MTD. IN SUMP. P-25 SP - SUMP PUMP 90 GPM AT 20.0 FT. TDH,3/HP, AUTO 2' DISCH ----- ----- 208/1 PLUMBER SEE S.P. DETAIL. CONTROL ALL BY PUMBER FLOOR & WALL MTD. P-26 MS - MOP SINK NOT USED 3' W' /2" ----- PLUMBER AT 36", D-1 IN BASIN. ELKAY OLR-222212 (4 HOLES) S.S. SINK, LK-35 DRAIN,T&S BRASS B-1172 FAUCET, SINK BY PUBLIX P-27 S - SINK (FLORAL) B-WH-4, B-133X GOOSENECK & SPRAY HOSE, 1 1/2' t /2" t /2" _____ DRAIN AND CAB. MTD. PVC TRAP, COPPER RISER STOPS, 1.0 GPM SUPPLY LINES AERATOR, SYMMONS # 4-10B MIXING VALVE. BY PLUMBER P-28 W.F.- WATER FILTER CUNO WATER FILTER SYSTEM, SEE VARIES PLUMBER WALL MTD. DETAILS 1/P-6 & 19/P-6 FOR MODELS ---_- -_-__ ------_ 84' AFF P-29 MS - MOP SINK NOT Um 3' f2' i/2' ----- PLUMBER FLOOR & WALL MTD. (MEZZANINE) AT 36". POWER SOAK SYSTEM IS PRE-EQUIPED W/ SINK & HARDWARE P-30 POWER SOAK SYSTEM ALL THE NECESSARY T&S OR CHICAGO 1%2' 3/' 3/" 208/3 BY PUBLIX FLOOR & WALL MTD. PLUMBING PARTS:PRE-RINSE FAUCETS, INSTALLED ROTARY DRAINS & ADD ON FAUCET. BY PLUMBER FLOOR DRAMS, CLEAN OUTS. ETC, SCHEDULE PLASTIC ODDITIES MARK DESCRIPTION SMITH ZURN PVC / ABS COMMENTS D-1 12'DIA. FLOOR DRAIN, CAST IRON GRATE, SHALLOW BODY: 2140-FBS-B W/ Z-509-P-S-Y PERFORATED SEDIMENT BUCKET, TRAP WORK AREAS:CONCRETE,SEAMLESS QUARTZ SEEPAGE HOLES PRIMER WHERE INDICATED ON SHEET P- IN BOTTOM SEE TRAP PRIMER SCHEMATIC DETAIL. D-2 12'DIA. FLOOR DRAIN, NICKEL BRONZE GRATE, PERFORATED 2233 CO3-NB-B-SSM ZN-509-S-Y-SS PERFORATED SEDIMENT BUCKET SEDIMENT BUCKET, SHALLOW BODY: SEAFOOD DEPT W/3' OUTLET W/ SEEPAGE HOLES W/S.S. MESH LINER IN BOTTOM 0-3 6'DIA. FLOOR DRAIN, NICKEL BRONZE 2010 CO3-AOGNB-PO50 ZN-415B-P TRAP PRIMER. GRATE, TOILET ROOMS W/3'OUTLET SEE TRAP PRIMER SCHEMATIC DETAIL. D-4 NOT USED TD-1 6'WIDE TRENCH DRAIN, REFER TO DIM. PLUMB PLAN FOR LENGTH DRAIN 119930 Z-886-DB-DG -DUCTILE IRON GRATE: SMITH-M, ZURN-D GRATE #9870-461M -BOTTOM DOME STRAINER. -SEE DETAIL ACCORDINGLY. TD-2 6'WIDE TRENCH DRAIN W/ STAINLESS STEEL GRATE. DRAIN #9930 -STAINLESS STEEL GRATE: LENGTH VARIES, SEE DIM. PLUMB. PLANS FOR DETAILS. GRATE #9870-45OSS Z-886-DB-FS SMITH-FS, ZURN-SS. -BOTTOM DOME STRAINER. TD-3 12' WIDE PRESLOPED EXT. H.D. TRENCH DRAIN DRAIN #9931 Z-882-DGE W/ SLOTTED DUCTILE IRON GRATE, GRATE 49870-M CLASS E EXTRA HEAVY DUTY GRATE REFER TO DRAWING P-3 FOR LENGTH. FS-1 12' DIA. FLOOR SINK, 8' DEEP, PVC Y2 GRATE 3400-12 FO-2370-DS-H-Y RBH-300 H SECONDARY STRAINER ZURN: 14 X 14 FLR. SINK. FS-2 12' DIA. FLOOR SINK, 8' DEEP. ABS tY2 GRATE 3061-12-FBS ZN-1950-2-23-31 RBH-301 H WITH REMOVABLE SECONDARY STRAINER SECONDARY STRAINER CO-1 FLOOR CLEAN OUT, NICKEL BRONZE VENEER, HEAVY DUTY COVER 4031-NB ZN-1400-HO OR OR STAINLESS STEEL, SEAMLESS QUARTZ FLOOR AREAS ZS-1400-HD SEE FLUSH CLEANOUT DETAIL CO-2 FLOOR CLEAN OUT CAST IRON OR STAINLESS STEEL COVER, 4237 Z-1400-HD OR CONCRETE TRAFFIC AREAS ZS-1400-HD SEE FLUSH CLEANOUT DETAIL WCO WALL CLEAN OUT, CAST IRON TEE, W/ 4531 Z-1446-BP BRONZE PLUG, S.S. COVER SEE WALL CLEANOUT DETAIL 4" CASE DRAIN, US PLASTICS 4X3 CD-1 PVC REDUCER, CHARLOTTE 706-X P-TRAP SEE REFRIGERATED CASE DETAIL CD-2 6'CASE DRAIN, US PLASTICS 6X4 AND 4X3 REDUCERS, CHARLOTTE 706-X P-TRAP SEE REFRIGERATED CASE DETAIL it Lm im, 0 Ir"mu" dEC EbD PdMI 1BflNC NOTES 1. S SOIL LINE 12. HB Y" HOSE BIBB 1. WORK THIS DRAWING WITH PLUMBING PLANS 2. MINIMUM SLOPE FOR SOIL AND WASTE LINES SHALL BE: 2. W WASTE LINE 13. G GAS LINE 2" 1/a'/FT 3. WS WASTE STACK 14. C.D. CASE DRAIN 3' %'/FT 4" l'/FT 4. S--sSW�L SAFE WASTE 15.---FW-- FW-FILTERED WATER 5" 11'/FT G" 1tr'/FT 5. - - - V- - - VENT LINE 16. TO TRENCH DRAIN 3. CHECK FINAL ARCHITECTURAL PLANS BEFORE ROUGHING -IN 6, VTR VENT-THRU-ROOF 17,_---_ CHW-CHILLED WATER WATER,SOIL,AND WASTE LINES. 7. .--CW.-- CW-COLD WATER 18. BFP BACKFLOW PREVENTER 4. ALL FLOOR DRAINS SHALL HAVE 4" DEEP SEAL TRAPS OR 8, ---HW--- HW-HOT WATER 19. VB VACUUM BREAKER TRAP PRIMERS AS REQUIRED BY LOCAL CODE. 9. II- W.C.O. WALL CLEANOUT 20, GW GREASE WASTE LINE 5. ALL VTRs IN OUTSIDE WALLS SHALL HAVE OFFSET TOWARDS 10. F.C.O. FLUSH C.O. THE CENTER OF THE BUILDING 36' FOR BETTER FLASHING AND 21.---TW--- TEMPERED WATER ROOFING INSTALLATION. il. F.D. FLOOR DRAIN 22. --HWR--- HOT WATER RETURN Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 {863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIXCORPORATE PARKWAY, LAKELAND, FL 3381 13311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.11881 SC. REG. 7477 Al. REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.452" GA. REG. 020251 SC. REG. 16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 277AO SC. REG.21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43809 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG,108030 NORMAN MEIER, PE ELECTRICAL - FL, REG. 59422 GA REG.31492 SC. REG.25290 AL REG.28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOTBE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEP;COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES ,All 14 2008 PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: PLUMBING SCHEDULE! AND DETAILS SCALE: AS NOTED Pi 5 of � JAN-2008 10:43 xmwo P:\1200-1299\1245\1245p05.dgn INLET BALL VALVE WATER SUPPLY HECK VALVE Cu � / _/ WATTS #7 N/C BFP AUTOMATIC BY-PASS VALVE BALL VALVE — — — N/D r_--- II l 1/2' CPVC TUBING TRANSFORMER 24 VAC 1 CHECK VALVE (G' MAXIMUM CORD 11 LENGTHI 110V/60HZ Il PLL�I A MO EXPANSION TANK SEE STRUCTURAL FOR DETAIL STORAGE TANK CUNO MODEL PRESSURE GAUGE &CROSS R040 (NOT SUPPLIED) /2• TO POINTS cpvC� OF USE g BALL VALV 0 0 0 h. CPVC TESY PORT RAIN LINE TEE, TUBIN BALL VALVE,& TUBING SCALEGARD PLUS 2 REJECT TUBING (NOT SUPPLIED) PURIFICATION ASSY. MODEL" TANK BALL VALVE CUNO TSR-150-4 (SUPPLIED WITH TANK KIT) DRAIN TO DRAIN �iWATER FILTER DETAIL P-s BAKERY DEPT. N.T.S. 3f'CW 3/'HW %2" BALL VALVE, STAINLESS STEEL (TYPICAL) f/2'CW/HW PARKER 60 SERIES STAINLESS STEEL 0 COUPLING AND NIPPLE 2' PVC TUBE REINFORCED WITH HIGH TENSILE YARN & COVERED W/ GREY NON -TOXIC PVC JACKET NSF APPROVED FOR FOOD SERVICE APPLICATION. STAINLESS STEEL SERVICE SINK BY PUBLIX WATER SUPPLY- @ IY2'FLEXIBLE DRAIN HOSE TO INDIRECT WASTE RECEPTOR END ELEVATION OF MOBILE SINK mr,TtT.n,TNt.>'Irz.TeTi�rri N.T.S. %'SHUTOFF VALVES 3/4' WATER PIPES COMING THROUGH THE WALL OR ON THE WALL FOR ESPOSED WATER LINES. FOOD PREP. SINK iz WATER SUPPLY DETAIL P-6 N.T.S. �CDMP'T. SINK I NOTE: MAY BE ONE,TWO OR THREE COMP'T 1%2' COPPER SINK -REFER TO RAINS TO DRAWINGS FLOOR SINK ROTARY WASTE VALVE ROTARY WASTE VALVE CLEAN OUT 2' AIR �f— GAP 3" PVC TO TRAP— FLOOR SINK WASTE PIPING FOOD 18 PREPARATION DETAIL P-6 N.T.S. F I b PARTITI V.T.R. RETAINING WALL 24" 0 CAST IRON COVER BY PLUMBER JUNCTION BOX, PLUG T111­AND RECEPTACLE BY ELECTRICIAN I=1 I I=1 I Imo' I1=1I l II I II I I' TRUCK PIT 24X24X24 CATCH ICI 2' PVC BY PLUMBER BASIN W/GRATE BY III TO STORM DRAIN PLUMBING CONTR. 4' SCHED. 40 PVC 2' GATE VALVE 4'PERFORATED SCHEDULE 40 PIPE UNDER SLAB UNION PVC PIPE UNDER SLAB DRAIN. DRAIN, CHECK VALVE -4'-3" CONC. SLAB PVC WASTE ARM C° 6:.. ... . a6c ;. PROTECTIVE 36° 0R. C. P. I SLEEVE SUMP BY PLUMBER Ii -------- -- I ICO I ---T------- -------' I I .dL. �_ ,.1d/�._1. I `------- d 6'SCHEDULE 40 2 �d a �d a 4d SUMP PUMP BY PVC BY PLUMBER a a ai`) a a PLUMBER 2 TYPICAL WASTE P-s ARM DETAIL N.T.S. REGULAR STUD WALL %2' NSF APPROVED BRAIDED HOSE TO SANITIZER. T&S BRASS B-2832-40 FAUCET BODY B-156 ADF. (3 & 4 COMPARTMENT SINKS) WATER SUPPLY ROUTED ACCORDING TO WALL TYPE Fr SEE DETAIL 6/P-6 STAINLESS STEELSERV3' 1 SINK ICE PUBLIX 3/4' H.B. W/ SHUTOFF VALVE TO BE MOUNTED HERE L WATTS "7 BFP 3/'SHUTOFF VALVES SINK END ELEVATION N.T.S. SLOPE ALL FINISHED FLOOR, REFER AROUND DRAIN TO ARCH.SPECS. 0'-0. y- - L- —J DEEP SEAL P. TRAP c 13 FLOOR DRAIN DETAIL P-6 N.T.S. INLET WATER SUPPLY V-6. — Y2'Cu P.V.C. PIPE SCH. 40 a \ — W CONCRETE BOTTOM W/MESH-GROUT WATER TIGHT TO R.C.P. w SLEEVE UNDER ______________ FOOTER 3 SUMP PUMP DETAIL P-6 SCALE: A I I I � I _ c UNIT COOLER SLEEVE FOAM TWO WAY i TWO WAY INSULATION -------,,,CLEAN OUT L — — — — _ — _ — — — — -- CLEAN OUT (2) 24" DIA. CAST CONDENSATE LINE IRON COVERS BYTH A REFRIGERA(TIONRAP HEAVY NEENAHDUTY R 1642RAFFIC ON ROCK CONTRACTOR LETTERED "GREASE TRAP" BUILD UP LID C AC DE Horn 3/" CU TUBING �¢ CAST IRON PIPE ON DUCTIBLE IRON PIPE TYF FINISHED FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INLET HOT & COLD WATER SHUT-OFF VALVES (OMIT ONE VALVE WHERE COLD WATER ONLY OCCURS) BOTH VALVES CENTERED ON CEILING TILE IN OPPOSITE DIRECTIONS. COORDINATE LOCATIONS WITH CEILING CONTRACTORS. 6, 6, 15.1 15' �_ll 1 24'x24'x?' kEFINISHED CEILING PANEL WITH 3' BLACK STENCILED I LETTERS BY CEILING CONTRACTOR. m , N 1'-0.1 1 0. 1 SUSPENDED CEILING INLET WATER SUPPLY - t/2' Cu %2" CLEAR PLASTIC BRAIDED WATTS #9BO HOSE,NSF APPROVED FOR BFP FOOD SERVICE APPLICATIONS. BALL VALVE %2" CW SUPPLY ICE MACHINE: MODEL ICE-160 W/1 HF60:56134 CARTRIDGE m ALL WATER FILTERS ARE NSF APPROVED. FLR. ICE MACHINE L_ CEILING PANEL W/ WATER �� 3' BLACK STENCILED M LETTERS BY CLG. VALVE J CONTRACTOR. ABOVE M PLAN OF CLG. PANEL T WATER VALVES N.T.S. FLOOR CLEAN OUT FINISHED FLOOR .. ' .. , . 1. - JIFFEE JOINT----,, —�— FLUSH CLEAN -OUT (CAST IRON) I PX HUB (P.V.C.) ADAPT. P.V.C. P.V.C. FLUSH CLEAN OUT DETAIL %2" CLEAR PLASTIC BRAIDED HOSE , NSF APPROVED FOR FOOD SERVICE APPI ICATI17N4 BEVERAGE CENTER 19 WATER FILTER DETAIL P-6 N.T.S. RTRIDGE UNIT COOLER PIPING DETAIL N.T.S. V.T.R. COOLER 1 1 I CE 1 1 2'-0- SAFE WASTE FLOOR I (S.W.) DRAIN INDENSATE DRAIN (CD) I L --1 I•I. TRAP WHEN 'L'IS LONGER THAN 2` CONDENSATE,WASTEAND le SAFE WASTE DETAIL P-6 N.T.S' Q SINK (Z) WATER SAVER TRAP PRIMER, 1-1 J.R. SMITH #2698 OR ZURN #Z1021 O P-TRAP CLEAN OUT 2 ® %2" PRIMER TUBE (� %2' PIPING IN WALL CHASE I/2" PIPING BELOW FLOOR SLOPED TO 3 O TRAP PRIMER CONNECTION AT 4 FLOOR DRAIN P-TRAP. FLOOR DRAIN W/ P-TRAP FINISHED WALL FINISHED FLOOR SCHEDULE (1000 GALLON) SCHEDULE (1250 GALLON) MARK DIMENSION MARK DIMENSION A 9'-0" A 9'-0" B 5'-0" B 5'-0" C 7'-0" C 8'-0" D 4'-4" D 5'-6" E 1'-8" E 1-6" F 0'-8" F 0'-8" G 0'-2%2" G 0'-2%2" H2'-0" H 2'-0" —WASTE 004 10'-O'MAX. tW) WATER SAVER TRAP PRIMER REFRIGERATED OR FREEZER CASE (REFERENCE ONLY) NOMINAL CAPACITY 1000 OR 1250 GALLONS, VERIFY WITH LOCAL CODES HS-20 TRAFFIC RATED GREASE TRAP DETAIL �LV N.T.S. REFRIGERATED WALL %2' NSF APPROVED BRAIDED HOSE TO SANITIZER. T&S BRASS B-2832-40 FAUCET BODY 5i�4 B-156 ADF. (3 & 4 COMPARTMENT SINKS) WATER SUPPLY ROUTED ACCORDING TO WALL TYPE SEE DETAIL 6/P-8 STAINLESS STEEL 3" SERVICE I SINK BY PUBLIX VA WO BSE UTOF _ MOUNTED HERE '.I.P- ON ),I.P. TYP. WATTS #7 BFP WATER PIPE 3A'SHUTOFF THROUGH SLEEVE VALVES LET -I► FILL ANNULAR SPACE WITH FOAM INSULATIO /f 1 TYP. SINK END ELEVATION FOR REFRIGERATED 6 WALL IN MEAT ROOM P-6 N.T.S. ZONE 1 ZONE 2 (MEAT/PRODUCE) (BAKERY/DELI) I I 2'CW 2" CW 3/'HOSE BIBB W/ SHUTOFF VALVE (TYP.) PRESSURE REDUCING VALVE CO (WHERE WATER PRESSURE EXCEEDS 80 PSI) 2' GATE VALVE 2' GATE VALVE 1 I I I EL I EL CLOSE NIPPLE CLOSE TEE NIPPLE 2 %2' MAIN LINE CW FROM METER ELEVATION OF 11 WATER VALVES P-6 N.T.S. PVC ELBOW TURNED DOWN TERMINATED 1' MIN. ABOVE CASE DRAIN FOR AIR GAP (BY REF'G. CONTR.) CU TEE--,-D'A i C.D. FINISHED FLOOR REF. CASE DRAIN, SEE DETAIL. Ic- NOTES - IN ALL INSTANCES WITHOUT REGARD TO PVC PIPE SIZE OR CASE SIZE AND STYLE DIMENSION "0"IS 2 FT. FROM CL OF CASE DRIP PIPE TO CL OF CASE DRAIN, EXEPT WHEN 2 REF. CASES SHARE THE SAME HUB DRAIN, THEN DIMENSION 'D' IS 1 FT FROM THE SIDE OF THE SHARED CASE DRAIN, UNLESS DIMENSIONED OTHERWISE. - PVC PIPE SIZES TO BE VERIFIED WITH EACH CASE REQUIREMENT (BY REF'G CONTR.). 16 CONDENSATE TRAP DETAIL N.T.S. P-6 % N.T.S.-� N.T.S. 3/4"CW T 3/"HW L WATTS #7 BFP, MTD UNION (TYP.) EXPOSED o +6'-0' 1 1 i CAN WASH L CONTROL 1 ( VALVE ( i � " VACUUM +4'-0 BREAKER +3'-0' i r MIXING FAUCET i COLD WATER HOSE BIBB @ CAN WASH AND ALL MOP SINKS CONC. CURB I /-1�2' HW FLR. JOINTS BELOW SLAB, PROTECT PIPING IN PVC SLEEVE 2O CAN WASH DETAIL P-6 N.T.S. THRU ROOF (P.V.C.) ITION WALL SEAL COUPLING S PLUG W/NEOPRENE GASKET I COVER (S.S.) NO HUB WALL CLEAN -OUT BAND -SEAL COUPLING SOIL / WASTE LINE (P.V.C.) NOTE: W.C.D. AT S.S. SINKS TO BE 54' A.F.F. UNLESS NOTED OTHERWISE i7 WALL CLEANOUT DETAIL REFRIG CASES ` 2" GAS TO 500 1 I KW GENERATOR I --I-----------I I ----------- INSTALLED BY I P-0"FROM SIDE OF REF CASE I PLUMBER I ONLY WHEN 2 CASES SHARE STRAINER WITH GENERATOR i THE SAME DRAIN. INSTALLED BY PLUMBER �' I �' I 1 CONDENSATE DRAINS L L INSTALLED BY >� GAS COMPANY SEE SHEET P-1 FOR I GENERATOR ' I { I U—^ i — 1 1 ( FLOOR DRAIN FOR6CEIVING INDIRECT WASTE, PIPE SIZES REDUCER AT I L L J GENERATOR 1 ` v �I FLOOR SLAB TERMINATE 1' ABC FINISH FLOOR. PLUG I WITH STYROF( F?IOR TO CONCRETE AND 1 PTO ?' REDUC_ I I 1 SILIKAL POURS.EL CONNECT TO PORT 1 I AT ENGINE CARB. I b• 1 . PIPE SUPPORTS le: ` ' EVERY 7' (MIN.) 6' TO 4' PIPE GAS VALVE TO SOLENOID EMERG GEN VALVE I REDUCER ON CD-2 CLEAR SOLVENT CEMENT JOINT W/ PURPLE COLORED PRIMER. LOW PRESSURE GAS REGULATOR (POUNDS FURNISHED GATES 20 BHB UL WITH GENERATOR LISTED FLEXBY PLUMBER 4' TO 3' PIPETO INCHES)BY PLUMBER HOSE - PROVIDED REDUCER 3ISCH 40 PVC PIPE (TYP.) F UNION WITH GENERATOR (TYP.) 3' TO 3' ADAPTOR GAS VALVE TO STORE BY ALL MTD.INS]DE LOWER FRAME COUPLING PLUMBER OF EMERGENCY GENERATOR 2 POUND ,��P MANUAL GAS VALVE __\� REGULATOR BY 1� 3'DEEP SEAL P-TRAP GAS COMPANY c,PS FOR COMBINATION DIRT LEG WASTE &VENT SYSTEM. `t 3' TO 3' ADAPTOR 2COUPLING 'GAS 1i/ - HIGH PRESSURE GAS MAIN LBYEGAS M N 0 T E S o GAS CO.REGULATOR SHALL BE SIZED TO SUPPLY GAS COMPANY REQUIREMENTS AS LISTED IN NOTES ON DRAWING P-1. PLUMBING CONTRACTOR SHALL PROVIDE PIPE, FITTINGS, GAS CALVE BY LABOR AND INSTALL ALL FURNISHED COMPONENTS. 22 REFRIGERATED CASE DRAIN DETAIL P-6 GAS PIPING ISOMETRIC N.T.S. r2l_\0T EMERGENCY GENERATOR N.T.S. • Pub IX® SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL, REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.] 1881 SC. REG.7477 Al. REG. 6234 TN. REG-103497 JOHN W. KITCHENS, PE CML/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG. 16340 AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG, 27740 SC.REG.21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG. SA781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG, 025636 SC. REG. 19743 AL REG. 23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG.28079 �C COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKET$, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPERMARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54*4 V112707 DRAWING TITLE: PLUMBING DETAILS SCALE: AS NOTED 10-JAN-2008 1003 xmuo P:\1200-1299\1245\i245p0G.dgn - r- ull'oxe SUPER MARKETS 2' H---------------------1�__ ---—-—-—-—-—-—-—-—-— - — - — -——-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- — - — - —- a--------------------------13---------------------------e-1------- I I I I I I I I I I I I -------- -------------------- -- —— - — -- -— — -— — -——-— - — - — -— — - — - —------—-—-—-—-—-—-—-—-— - — - — ------------------------------------------ --- --------- ---------------------------------- 12'-2" 14x4Gx(10) DAIRY COOLER ORBR-12 ORBR-12 13'-0" I I iN zo I N i ICD O LC7 O 3,_2. w O Ln O 14x28x(10) FROZEN FOOD/ICE CREAM FREEZER ORBR-12 I 05DM-12 050M-12 , I , I 91 , ( , I I I I I i I I i I I I I I I I I N I { o I Ln I CD � I I I i I I I --- --- ------- - - - - --------------- ------------ - - - - -- I 6 I ' I I I I I I I i I I I I I I I I I I I ( I I I I I I I I I I ! I I I ---—-—-—-—-—-—-—-—-—-—-—-—-—- I I I I i I I I I I I I i 05DM-12 7------------10 12x18x(10) MEAT FREEZER Yf� I YF� I 5'-4' 4'-6" 2`2" 7'-4%2" 3'-1%" 4'-6" � 4'-ll" 1 2" 15'-11" 12'-8' r F�j N O I 1Cxl2x(1 ) 12 ' 20x(10) I EAT COOLER C�JOLER - - - 3'-0' „ 15'-11" 13'-9' 1" 05DM-8 PROCESSED 05DM-12 PROCESSED MEAT 05DM-12 PROCESSED MEAT 05D -12 PROCESSD MEAT OHM-12 OHM-12 OHM-1 I OHM-12 OM-12 MEAT ' -N 2%2" i -3' r 9'-111/z" = AFOOD , I �* ' I 192 O N � 9 -71/z. 6�7„ ,1 t. 13' ° o l _N 2' -01 111 SEE STRUCTURAL PLANS FOR EXACT LOCATION OF COMPACTOR'S TRENCH DRAINS I i ---- -- — - — -— -- — -— -- —------------- --— — - —- -0 c� 7'-9' 7'-ll112' 1p 4'-5' - ----- j 145 ------ YP / _61 " ZD I / /2 l e _ 1 0 4' 6" /2 16' O /2 Ln _ - c7 ,4'-7"- ' 12x26x(10) PRODUCE 3,_9" COOLER 03UM-8 03UM-8 05DM-8 050M-12 05DR-12 JUICE 05DR-8 JUICE W/5" 8A W/5" BASF,! , �1� 17'-3' ' 19'-9" 11-11" 8'-4' 8'-0' It y' c , a 4'-il" 17'-1" CO ' I I � I I ICD o I I I i I-- - — - — -— — -——-—-—-—-—-—-—- — - — - —- ---1----------------- - — - —------------------------- ff317K1A ------------------- -- 3UNiA-4 --- ----N --- ---- ------- co j I I I I 3'-2' I I I I I I CD o I I I I 03UMA-4 I I I I I I I 03UMA-4 I I I I I titi I il'-2 I I I 03UMA 4 i 03UMA 4 0��� 8'-3' I I I I I I 8x12x(10) 15' -5' "13'_3" I DELI - - ,1' COOLER (UNPREP) ---—-—-—-—-—-—-—-—-—-—-—-—-—-—- — - — - —------------------------------------------------------ -- ------------------- --- — - —- — - —- - - — -——- — - — - — - o ------------- I ( 2'-21 1 " , 2 -/2 ' � o� CENTER W/ COLUMN LINE i IKTI I o CD l y i 4„ - -- --- , I I , IHUB DRAIN AND -------------- x--, PVC SLEEVE SIDE BY SIDE I I I I 8'-10%2' I I 2 /l" 1 O I T cp -------------- I I m cn CD CD , U1 I I I 13'-2' °� I I w o 0-)- I N of 2'-21 � , cn I I i � I ; -3/' in I _ CD o N J C) N Lli 10x12x 10) -------------------------------------------------------------------- --------------------------- --- -� - —- ¢� -=------DEtI - --- ------------(C} � ________ (PREP_ 5,_6�2" I I I c I I m ------------------, i i I I I I I co 10xl4x(10) i I JI BAKERY/ DELI I I I ( FREEZER -------------------- 9'-9V2' 9'-1%2" 1z" I i I i o oo�J ORZ-3C HV9 RSS ��c,`� Y8 DES ERTS I - ,/ ,` ------------------------- - I 8 FT. r ---- - - - - -L `. 7;,�, "-' 24t-(dt/2° CENTER W/ I BORGEN HU CH I \ { COLUMN LINE -- -- a - ' - All ---- _ ----------------------- " RECESS a I 43 -0". I 5'-5' 9'%-0" Ln { I 9'-10" 3'-0 8'-9 A'-0 ----- ----- - - N 4'-l� -r $" RECESS ,M 03UM-8 , 03U�1-8 03UM-12 03UM-12 (V ' `\ F____ ___ _______{ -%z" 8x8x(10) { I` N BAKERY COOLER ---------------- -- - ------------------------- ---- -------- --------------- -------- -- --------------------------- --- ---- -------------------- - -------- --- ------ -- - --------- --- - - -- --- -- - - ---- --- ----� CENTER W/ I I i I I i I I COLUMN LINE I I I I I I I i ' -- -----------------------------------'-------------------------------------------'---------------------------- I I I i I I I I O - xl8x(10) BAKERY REEZER CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 6M5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND; f133811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL. REG. 6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG.16340 AL REG.20382 TN.REG.101507 AUL C. HARMAN,.PE STRUCTURAL - FL REG.51959 GA. REG. 27740 SC.REG.21754 AL. REG. 24905 TN.REG.107882 J HN J. CARAMALIS, PE ECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE ECHANICAL - FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG.111382 RA MOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.1 08038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 © COPYRIGHT 1008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. 8L HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54*4 V112707 DRAWING TITLE: FLOOR DRAIN DIMENSION PLAN SCALE: 1 /8 " = V- 0" P-JAN-2008 10:29 xmNc P:\1200-1299\1245\1245p07.d9n P=7 of 7 lubli*x. PER MARKETS 'ORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-331 1 PUBLIX FACILITIES :-SIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG. 1 1881 SC. REG.7477 AL. REG.6234 TN.REG.103497 DHN W. KITCHENS, PE /STRUCTURAL- FL. REG. A5277 GA. REG. 020251 SC,REG.16340 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC.REG.21754 AL. REG.24905 TN.REG.107882 )HN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC, REG.16521 AL REG.20581 TN.REG.108507 ITHONY CLEMENTI, PE MECHANICAL - FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. 111382 YMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG, 31492 SC.REG.25290 AL. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. STRUCTION DOCUMENTS ARE THE PROPERTY SUPER MARKETS, INC. AND ARE NOT TO BE REUSED FOR ANY SPECIFIC BUILDING WITHOUT :RMISSION. THESE DRAWINGS SHALL NOT BE WITHOUT PRIOR WRITTEN PERMISSION OF ER MARKETS, INC. iN INDICATED IN THESE CONSTRUCTION S DOES; TO THE BEST OF MY KNOWLEDGE, 7N, AND BELIEF; COMPLY WITH THE APPLICABLE BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS 1,ETTY POND RD. 8L HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*4 707 DRAWING TITLE. RE PROTECTION AN - UPPER LEVEL SCALE: 1 /8 " = V- 0" FP-1 of 4 10-JAN-2008 10.-28 xmwc P:\1200-1299\1245\1245Fp01.dgn O (D O ------------------------------------- - - - - -- --------------------------------'---------------------------- I ► ( I I I I I ( I I ( O O O O O a i PENDANT SPRINKLER HEAD IN CEILING (TYPICAL). 2 DRY PENDANT SPRINKLER HEAD IN COOLERS AND FREEZERS (TYPICAL). 3OSEE DRAWING FP-1 FOR INFORMATION ON THE UPRIGHT SPRINKLERS IN THE JOIST SPACE. O O PROVIDE SPRINKLER HEAD PROTECTION BELOW ALL REFRIGERATION PIPE GROUPINGS GREATER THAN 4'IN WIDTH OFREEZER AND COOLER SPRINKLE HEADS SHALL BE POSITION TO ADHERE TO OBSTRUCTION CLEARANCE FROM EVAPORATOR COOLING UNITS. OPROVIDE SPRINKLER HEAD PROTECTION BELOW ALL REFRIGERATION PIPE GROUPING GREATER THAN 4 FT IN WIDTH. P u b ll'o xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 338113311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL REG.92557 GA. REG.] 1881 SC. REG.7477 Al. REG. 623A TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL -FL. REG. 45277 GA. REG. 020251 SC.REG.16340 AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC.REG.21754 AL. REG. 24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL -FL REG.54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AO85 GA. REG.025636 SC.REG.19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES +< PLOT DATE: 10 JAN 08 REVISION DATA- #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: FIRE PROTECTION PLAN - LOWER LEVEL SCALE: 1 /8 II = V- 0" FP=2 10-JAN-2008 10:28 xmuc P:\1200-1299\1245\1245fp02.dgn of ---A 1 NOT USED FP-3 N. T.S. F. D. CONNECTION (VERIFY W/LOCAL AUTHORITY) - 1. FIRE MAIN (BY OTHERS) 2. TAPPING VALVE (BY OTHERS) 3. VALVE BOX (BY OTHERS) 4. BEND 90'FLANGE/FLANGE 5. DUCTILE IRON PIPE -FLANGE 6.OS&Y VALVE 7. BACKFLOW PREVENTER (DDC) 8.3/' DETECTOR METER 9.?' BACKFLOW PREVENTER 10. 4" CONCRETE SLAB 4 11. 4' GALVANIZED GUARD POST 12.FIRE DEPARTMENT CONNECTION WITH CHECK VALVE. 13. PIPE STAND 14. TAMPER SWITCH 15. LOCKING CHAIN INSTALLATION INSTALLATION UNDER BY OTHERS THIS CONTRACT F RATING - 2 - 3 HR. T RATING - 0 HR. SPRINKLER HEAD HVAC DUCT OVER 2 48 INCH WIDE FP-3 N.T.S. 1. FIRE MAIN (BY OTHERS) 2. TAPPING VALVE (BY OTHERS) 3. VALVE BOX (BY OTHERS) 4. BEND 90' FLANGE/FLANGE 5. DUCTILE IRON PIPE -FLANGE 6.OS&Y VALVE 7. BACKFLOW PREVENTER (DDC) 8:Y4'DETECTOR METER 9.?' BACKFLOW PREVENTER 10. 4' CONCRETE SLAB IL CONCRETE VAULT 12. FIRE DEPARTMENT CONNECTION WITH CHECK VALVE. 13. PIPE STAND 14. TAMPER SWITCH 15. LOCKING CHAIN INSTALLATION I INSTALLATION UNDER BY OTHERS THIS CONTRACT BACKFLOW PREVENTER DETAIL SECTION A -A PENETRATION FIRESTOP DETAIL 8 DESIGN NO. CAJ-1081 FP-31 SCALE: NTS - n r m 4- / n (3-Hr Rating) thick W Assembly Min 3 3/4 in. (2-Hr Rating) o in 1 2 i. 1. Floor or all sse bly i g g reinforced lightweight or normal weight (100-150 pcf)concrete floor, or min 4-3/4 in.(2-Hr Rating) or min 5 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf) concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max dram of opening is 16 in. See Concrete Block (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional)%2 Nom 16 in. dram (or smaller) steel pipe, conduit or steel EMT cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through Penetrants One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be min%in. to max 4 in, B. Steel Pipe Nom 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be min'/in. to max 1-15/16 in. C. Conduit Nom 6 in. diam (or smaller) steel conduit or nom 4 in. diam (or smaller) electrical metallic tubing. The annular shall be min'/Ain. to max 4 in. D. Copper Tubing Nom 6 in. diam (or smaller) Type M (or heavier) copper tubing. The annular space shall be min%in. to max 1-13/16 in. E. Copper Tubing Nom 4 in. (or smaller)Type M (or heavier)copper tubing. The annular space shall be a min""/in. to max 4 in. 4. Forming Material* Min 2-3/4 in.(2-Hr Rating)or min 3 in.(3-Hr Rating) thickness of min 3.5 pcf mineral fiber insulation firmly packed into opening as a permanent form. Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. THERMAFIBER L L C - Type SAF 5. Fill, Void or Cavity Material* - Sealant Min 1 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying installation instructions. UNITED STATES GYPSUM CO - Type FC 5A. Fill, Void or Cavity Material* Not Shown Two component fill material used as an alternate to Item 5. Min 1 in. thickness of fill material applied within the annulus, flush with top side of floor or both surfaces of wall. Ready -mixed component mixed with accelerator component at a rate of 66 parts of ready -mixed component to I part accelerator component by weight in accordance with the accompanying installation instructions. UNITED STATES GYPSUM CO - Type RFC »Bearing the UL Classification Mark ROOF WET SPRINKLER REDUCING TEE NIPPLE 2' MAX BRANCH LINE CONCEALED SPACE AND BELOW CEILING ,SPRINKLER HEAD DETAIL N.T.S. N.T.S. < J TO ZONE °2 TO ZONE #1 6" WET RISER RELIEF VALVE r ANGLE I VALVE PRESSURE GAGE (TYPICAL) VIKING MODEL H-2 ALARM CHECK VALVE, FLANGED AND GROOVED WITH VARIABLE PRESSURE 2' TEST CLOSED ORAIN,RELIEF VALVE, DRAIN TRIM AND RETARD CHAMBER '_ PIPE FINISHED FLOUR STAND 9 NOT USED FP-3 N.T.S. ARUS OF NGRdNNUAL RUNS BY THOU ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF DECK; WHERE EXPOSED IN 45.3 PROTOTYPE, IMMEDIATELY BENEATH ROOF DECK, PASSING BETWEEN STEEL JOISTS AND DECK WHERE POSSIBLE REFRIGERATION: 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE EXPOSED IN 45.3 PROTOTYPE, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED IN 45.3 PROTOTYPE, 8 IN ABOVE BOTTOM CHORD OF STEEL GIRDER JOISTS AND JOISTS. AIR CONDITIONING- 36 IN. BELOW ROOF DECK TO 10 IN. ABOVE CEILING; WHERE EXPOSED IN 45.3 PROTOTYPE, HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED,SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND PUBLIX REPRESENTATIVE. WATER MOTOR ALARM VIKING MODEL H-2 ALARM CHECK VALVE,FLANGED AND GROOVED WITH VARIABLE PRESSURE CLOSED DRAIN, RELIEF VALVE, TRIM AND RETARD CHAMBER RELIEF VALVE ANGLE VALVE 2' TEST DRAIN��-----------�•� � I ALTERNATE LOCATIONS I LOCALLUT'ILITYVANDESITE CONDITIONS. AS REQUIRED 4' 4' FOR FIRE DEPARTMENT I VERIFY LOCATION. PIPE 1 CONNECTION W/ STAND i CHECK VALVE 1 I FINISHED GRADE POST INDICATOR --4------VALVE TAMPERWITH SWITCH I I 8' 8' I 8 FP-3 POINT OF CONNEC IONI RISER MANIFOLD SCHEMATIC PIPE HANGER DETAIL F\ P-3% N.T.S. �/ BEAM CLAMP: X' FOR PIPE SIZES UP TO 4- "/'FOR PIPE SIZES UP TO 8' ALL THREAD ROD: I' FOR PIPE SIZES UP TO 4" %2' FOR PIPE SIZES UP TO 8' N SILICONE SEAL TOP OF FOAM ESCUTCHEO N.T.S. �I BAR JOIST- 1' THD. TEE ? PLUG 18' DRY PENDANT WRAP W/ THERMAL MASTIC TAPE -1' ARMAFLEX 34' MIN.- 21/' MAX HOLE INSULATED PANEL c FILL WITH EXPANDABLE FOAM 18' DRY PENDANT DRY PENDANT INSTALLATION DETAIL FP-3 N.T.S. FIRE PROTECTION LEGEND SYM COUNT SPARES NAME METAL TEMP K NPT ORIF MFG. MODEL u ESCUT SPACING Q 3 2 PEND CHROME 286 5.5 1/2' %2 VIKING M STANDARD VARIES PER CALLS • 92 3 PEND CHROME 155 5.5 1/2' %2 VIKING M SEMI-REC 0 37 3 DRY PEND CHROME 155 5.5 1 1- 1 %2 VIKING M ISTANDARD 40 10 2 DRY UPRT CHROME 155 5.5 1' 1/2 VIKING M STANDARD O 299 6 UPRIGHT BRASS 155 8.0 3/' 17132 VIKING M -------- 90 6 UPRIGHT BRASS 286 8.0 3/' F/3z VIKING M -------- V - - SIDEWALL CHROME 155 5.5 1" VIKING M STANDARD Q 18 2 DRY HOR SIDEWALL CHROME 155 5.5 1" f2 VIKING M STANDARD 8 _ _ DRY VERT SIDEWALL CHROME 155 5.5 1" VIKING M STANDARD 8 SIDEWALL CHROME 200 5.6 %2° '/2 VIKING M STANDARD FIRE DEPARTMENT CONNECTION ® SPRINKLER RISER --II FLUSHING CONNECTION 120 110 100 .90 80 70 60 w U) Q 50 CL 40 30 20 10 F INSPECTORS TEST PIPE BEAM CLAMP BEAM CL ALL THREAD ROD ANGLE IRON SUPPORT NUT AND WASHER BEAM CLAMP ADJUSTABLE SWIVEL RING FOR 1' THROUGH 6' NUT AND WASHER ALL THREAD ROD TRAPEZE HANGER DETAIL N.T.S. BEAM CLAMP; )fi' FOR PIPE SIZES UP TO 4' %2' FOR PIPE SIZES UP TO 8' ALL THREAD ROD: %' FOR PIPE SIZES UP TO 4' %2' FOR PIPE SIZES UP TO 8' STEEL PIPE HANGER LOCATION DETAIL PIPE SIZE A B C 1' 3'-0' MAX 12'-O' MAX 3'MIN 11/' 4'-0' MAX 12'-O' MAX 3'MIN 12.. 8" 5'-0" MAX 12'-O' MAX 3' MIN HANGER ii PIPE HANGER SCH. FP-3 N.T.S. N.T.S. 1. PUBLIX 54A PROTOTYPE. 2. ENGINEERING REQUIREMENTS THIS NEW SINGLE STORY CONCRETE BLOCK BUILDING, WITH STEEL FRAMING, VOLL SUPPORT GROCERY MERCANTILE OPERATIONS. THE BUILDING HAS AN OPEN CEILING STRUCTURE WITH LAY --IN ACOUSTICAL TILE OR GYPSUM BOARD CEILINGS IN THE ADMINISTRATIVE, WORK, AND RESTROOM AREAS. THE STRUCTURE IS PROTECTED BYAWET-PIPE SPRINKLER SYSTEM WITH DRYPENDENTDROPS TOCOLD SECTIONSAND AFIRE ALARMWARNING SYSTEM.. FOR AREASNORTH OFFLORIDASTATE ROAD 50THE LOADINGDOCK AND FRONT CANOPYWILL HAVE ADRY-PIPE SPRINKLER SYSTEM. THE WET PIPE SYSTEM WILL FEED WATER TO A HYDRAULICALLY DESIGN GRIDDED PIPE NETWORK WITH A6" MAIN AND 4" CROSS MAIN, CONNECTED BY2INCH BRANCH PIPES, THE 6" MAIN PIPE RECEIVES WATER FROM A6" SYSTEM RISER, CONTAIN IN G AN OS& YMA1N CONTROLVALVE AN D AN ALARM CHECK VALVE WITH A MAIN DRAIN VALVE, RETARD CHAMBER AND RELIEF VALVE, IN FREEZING CLIMATES TH E RISER IS HOUSED WITHIN AN OUTSIDE RISER CLOSET. THE SPRINKLER PIPING SYSTEM SUPPLIES WATER TO THE STANDARD RESPONSE, THERMOSENSITIVE GLASS BULB SPRINKLER HEADS. FOR THE SPRINKLER HEAD LAYOUT AND SCHEDULE SEE FIRE PROTECTION SHEETS FP-1, FP-2, AND FP-3. THE PIPING, EITHER SEAMLESS BLACK STEEL (FOR ABOVEGROUND) OR DUCTILE IRON (FOR UNDERGROUND) PIPE, SHALL CONFORM TO N FPA 13 REQUIREMENTS AND THE FACTORY MUTUAL APPROVAL GUIDE. IF INSTALLED, THE DRY -PIPE SPRRIN KLER SYSTEM SHALL BE CONSTRUCTED WITH GALVANIZED STEEL PIPE. ALL PIPING 21NCHES AND SMALLER SHALL BE SCHEDULE 40 STEEL PIPE. PIPING 2-112 INCHES AND GREATER SHALL BE EITHER SCHEDULE 40 OR SCHEDULE 10 STEELPIPE. ALL EXPOSED EXTERIOR AND DRYSYSTEM PIPING SHALL BE GALVANIZED STEEL PIPE. SEE SITE ARCHITECTS FOR UNDERGROUND PIPING FIRE PROTECTION CONTRACT DOCUMENTS. SPRINKLER PIPING SHALLBE SUPPORTED AS PER THE PIPE HAN GING DETAILS ON SHEETFP-3. FOR FURTHER EQUIPMENT PERFORMANCE REQUIREMENTS SEETHE FIRE PROTECTION SPECIFICATION, SECTION 210000IN "PROJECT MANUAL" CONTRACT DOCUMENTS. 3. APP LICABLE CODES AND STANDARDS THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS COMPLYWITH: a. NFPA 13, 2002 EDITION, "INSTALLATION OF SPRINKLER SYSTEMS". b. NFPA 24, 2002 EDITION, "STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPU RTENANCES". SMOOTH BORE c. NFPA25, 2002 EDITION,"INSPECTION, TESTIN GAND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS". iS OUTLET 4. HAZARD DESCRIPTION AND OCCUPANCYCLASSIRCATION THE FIRE SPRIN KLER SYSTEM COMPLIES WITH NFPA 13 ORDINARYHAZARD GROUP 2 AND RACK STORAGE BELOW 12 FEET REQUIREMENTS. TH E STORAGE AREAALSO COMPLIES WITH FACTORYMUTUAL REQUIREMEN TS FOR COMMODITYCLASS 4 FOR STORAGE OF LESS THAN 12 FEET. a. SALES AREA ORDINARY HAZARD, GROU P 2. b. RECEIVINGISTORAGE AREA ORDINARY HAZARD, GROUP 2. c. LOADING DOCK, FRONT CANOPYAREA ORDINARY HAZARD, GROUP 2. d. BAKERYID ELI CATES SEN: ORDINARYHAZARD,GROUP 1. e. ADMINISTRATIVE OFFICES: LIGHT HAZARD. 5. DESIGNAPPROACH a. SALES AREA AND VESTIBULE. SALES AREA EMPLOYS STANDARD RESPONSE, STANDARD SPRAY UPRIGHT TYPE SPRINKLERS WITH A 155°F TEMPERATURE RATING AND AK_ FACTOROF 5.5 OR BETTER. VESTIBU LE AND CUSTOMER SERVICE AREAS WITH LAY -IN ACOUSTICAL TILE OR GYPSUM BOARD CEILING SYSTEMS SHALL USE 155'FRATED, STANDARD RESPON SE PENDEN T, SPRINKLER HEADS WITH A5.5 K-FACTOR OR BETTER. THE SYSTEM SHALL HAVE ADESIGNED DENSITYOF 0.18 GPMIFT2 FOR AREMOTE AREA OF 2500 FT2. MAXIMUM SPRINKLER HEAD PROTECTION AREA IS LIMITED TO 130 F-P/HEAD. b. RECEIVINGI5TORAGEFREEZERSICOOLERS. THE RECEIVINGISTORAGE AREA UTILIZE STANDARD RESPONSE, UPRIGHT SPRINKLERS, WITH AK -FACTOR OF8.0 AND 286°F TEMPERATURE RATING. FREEZERS AND COOLERS SHALL UTILIZE DRY PENDENT STANDARD RESPONSE SPRINKLERS WITH A5.5 K-FACTOR AND 155"F TEMPERATURE RATING. THE STORAGE AND FREEZER/COOLER AREAS SHALL HAVE ADESIGN DEN SITYOF 0.25 GPMIFT2 FOR AREMOTEAREAOF 3000 F-P. MAXIMUM SPRINKLER HEAD PROTECTION AREAIS LIMITED TO 100 FT2/HEAD. c. LOADING DOCK AREA. THE LOADING DOCK FIRE PROTECTION SHALL EMPLOYA GALVANIZED STEEL TREE -TYPE PIPING SYSTEM, LOCATED IN AN EXPOSED STRU CTU RE, UTILIZING STANDARD RESPONSE, UPRIGHT SPRINKLERS WITH AK -FACTOR OF8.0 AND 286°F TEMPERATURE RATING. THE MAXIMUM DESIGN REMOTE AREAIS LIMITED TO 2500 FT2 ATA DENSITYOF 0.25 GPM/FF. MAXIMUM PROTECTION AREAIS LIMITED TO 100 FT2 MEAD. d FRONTCANOPY- THE FRONT CANOPYFIRE PROTECTION SHALL EMPLOYAGALVANIZED STEEL TREE -TYPE PIPING SYSTEM TO PROVIDE WATER TO STAN DARD RESPONSE, UPRIGHTSPRINKLERS WITH AK -FACTOR OF 5.5 AND 155*F TEMPERATURE RATING. THE SYSTEM SHALL HAVE DESIGNED A DENSITY OF 0.18 GPWFT2 FOR A REMOTE AREAOF 2500 FT2- MAXIMUM SPRINKLER HEADS SHALLNOTEXCEED 15FT. MAXIMUM SPRINKLER HEAD PROTECTION AREAIS LIMITED TO 130 FT2/HEAD- e. BAKERY/DELI. THE BAKERYIDELI SHALL EMPLOYSTANDARD PENDENTTYPE SPRINKLERS WITH AK -FACTOR OF 5.5 OR BETTER AND 155°FTEMPERATURE RATING, EXCEPT FOR THE SPRINKLER H EADS ABOVE TH E OVENS. H EADS ABOVE TH E OVENS SHALL HAVE ATEMPERATU RE RATING OF 2 86'F. TH E SYSTEM SHALL HAVE A DESIGN DEN SITY OF 0.1 5GPW BAR JOIST FT20VER A REMOTE DESIGN AREA OF 1500 FT2. MAXIMU M SPRINKLER HEAD PROTECTION AREA IS LIMITED TO 130 FT2MEAD. PROJECT: PUBLIX 54.5 LOCATION: ZEPHYRHILLS, FL WATER SOURCE. EXISTING 12' MAIN HYDRANT ELEVATION: 135 FT B.O.R. ELEVATION; 113 FT STATIC PRESSURE: 50 PSI RESIDUAL PRESSURE: 40 PSI RESIDUAL FLOW: 944 GPM STATIC PRESSURE: 59.5 PSI RESIDUAL PRESSURE: 32.4 PSI RESIDUAL FLOW: 1100 GPM DATE: 9/27/2007 BY: J. CALLOWAY HYD ANT F OW T ST ZONE 4 FLOW AVAIL BLE a B.O.R. 663G M Q 26PSI KIC#3 4 721GP 14 a 30 SI ZONES STORAG 727G M P 2 PSI 1058G M L 25P I 100 00 300 400 4 200 00 600 800 500 600 700 800 1000 1200 1400 1600 01.85 FLOW - GPM WATER SUPPLY GRAPH 900 1800 1000 2000 f. ADMNISTRATIVE SPACES. THE ADMINISTRATIVE SPACES, SUPPLIED BY PIPE DROPS FROM THE GRIDDED WET PIPE SYSTEM, SHALL EMPLOYSTANDARD PENDENT TYPE SPRIN KLERS WITH AK -FACTOR OF 5.5 OR BETTER AND 155'F TEMPERATURE RATING. TH E AREA SHALL HAVE AT MINIMUM A DESIGN DEN SITYOF 0.10GPWFT2 OVER A DESIGN REMOTE AREAOF 1500 FT2. MAXIMUM SPRINKLER H EAD PROTECTION AREA OF 130 FT2/HEAD. g. FIRE STOPPING FOR STEEL PIPE PEN ETRATINGA CONCRETE FLOOR OR CONCRETE BLOCK WALL SHALL BE IN ACCORDANCE WITH UL SYSTEM C-AI-1081, USING THERMARBER MINERAL WOOL INSULATION AND FIRECODE BRAND FIRE STOP COMPOUND FOR 3 HOUR RATING. 6. ACCEPTANCE TESTING THE SPRINKLER PIPE DISTRIBUTION SYSTEM SHALL BE HYDROSTATICALLY TESTED TOADHERE TO THE LEAKAGE AND PRESSURE REQUIREMENTS OF NFPA 13AND NFPA24. WHERE DRY PIPE SPRINKLER SYSTEM IS INSTALLED, AN ADDITIONAL AIR PRESSURE TEST SHALL BE CONDUCTED. OPERATIONAL TESTS SHALL BE CONDUCTED ON THE FOLLOWI N G I TEMS: a. WATER FLOW SEN SING DEVICES. b. DRY PIPE SYSTEM ACTIVATION. c. MAIN DRAIN VALVE. d. PRESSURE REDUCINGVALVE. e. WATER FLOWALARMS. UPON COMPLETION OF THE FLU SHIN G AND PRESSURE TESTING OF THE PIPING THE CONTRACTOR SHALL SUBMIT TO THE AHJ, FACTORY MUTUAL, AN D PUBLIX N FPA 13 FORMS: "CONTRACTOR'S MATERIAL AND TESTCER77FJCATEFOR UNDERGROUND PIPING', AND 'CONTRACTORS' MATERIAL AND TES TCER 77FJCA TE FOR ABOVE GROUND PIPING". 7. CONTROL SYSTEMS THE SPRINKLER SYSTEM WILLACTIVATE WHENEVER ASPRINKLER HEAD SENSING BULB BREAKS OR THE M,�C,=L INSPECTOR TESTVALVE OPENS. REDUCED PRESSURE IN THE PIPING SYSTEM OPENS THE ALARM CHECK VALVE ALLOWINGWATER TO FLOW INTO THE PIPING SYSTEMAND ACTIVATES THE MOTOR WATER ALARM. AWATER FLOW SENSOR WILL PROVIDEAN ELECTRICAL SIGNAL THE FIRE ALARM WARNING SYSTEM WHICH WILL THEN: a. SHUTDOVM ALL RTU'SAND SUPPLYAIR FANS, b. ENERGIZE ALL EXHAUSTAIR FANS, c. ACTIVATE THE STORE'S FIRE ALARMS AND STROBE LIGHTS, d. NOTIFY THE FIRE DEPARTMENT VIATHE FIRE A -ARM SYSTEM. TAMPER SWITCHES ON THE RISER'S OS&YCONTROLVALVE AND BUILDING BACKFLOWPREVEN TER WILL PROVIDE AN ALARMWHENEVER THE VALVES ARE CLOSED. THE BACKFLOW PREVEN TER SHALL HAVE A MAXIMUM PRESSURE DROP OF BPS] AT 2000 GPM. 8. POINT OF S ERVICE SITE PIPING FROM THE POINT OF SERVICE TO PUBLIX SUPERMARKET SHALL BE SIZED AT 8" AND CONTAIN AN ADEQUATELY SIZED, FREEZE PROTECTED BACKFLOVV PREVENTER. PIPING FROM THE SITE FIRE MAIN TO PUBUX'S FIRE PROTECTION RISER SHALL BE SIZED TO MEETTHE HYDRAULIC REQUIREMENTS OF THE MOST CRITICAL HAZARD. 9. STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS THE STRUCTURAL SYSTEMS FOR THIS BUILDING ARE ADEQUATE TO SUPPORT LIVE ROOF LOADING OF 30 PSF AND ROOF DEAD LOADS OF 20 PSF. THERE ARE NO SIGNIFICANT STRUCTURAL OPENINGS REQUIRED FOR THE FIRE SPRINKLER SYSTEM. 10. CONTRACTOR DOCUNINTS THE CONTRACTOR SHALL PROVIDE DETAILED FABRICATION DRAWINGS AND HYDRAULIC CALCULATIONS AS PER NFPA 13 TO THE AUTHORITY HAVING JURISDCTION, FACTORY MUTUAL, AND PUBUX SUPERMARKETS. INC. FOR APPROVAL BEFORE BEGINNING WORK. SHOULD THE FIRE SPRNKLER CONTRACTOR'S LAYOUT DOCUMENTS VARY SIGNIFICANTLY FROM THE ENGINEERNG DOCUMENTS, SUCH DOCUMENTS ARE NOT COMPLIANT UNLESS APPROVED BY THE ENGINEER OF RECORD AND ACCOMPANIED BY REVISED ENGINEERNG DOCUMENTS. 11. MCROBIAL INDUCED CORROSION (MC) A REQUEST HAS BEEN MADE BY THE ENGINEER -OF -RECORD TO THE LOCAL WATER PURVEYOR AS TO THE OCCURANCE OF MIC IN THEIR WATER SUPPLY. 12. QUALITY AND PERFORMANCE SPECIFICATIONS FOR FIRE PROTECTION EQUIPMENT ALL YARD AND INTERIOR FIRE PROTECTON EQUIPMENT SHALL BE UL USTED AND FM APPROVED, IN AREAS OF EXPOSED STRUCTURE ALL PIPING SHALL BE ROUTED 8 INCHES ABOVE THE BOTTOM CHORD OF THE JOISTAND GIRDER TRUSSES_ PIPING ROUTED ABOVE AREAS VMTH CEILINGS, SHALL RUN 8 INCHES ABOVE THE CEILING NOTTO CONFUCTVVITH THE LIGHTING. ALL MATERIAL AND WORK SHALLADHERE TO NFPA 13, FACTORY MUTUAL, AND THE AUTHORITY HAVING JURISDICTION. 13. FLOW TEST RESULTS: WATER SUPPLY PRESSURES ARE CALCU LATED TO THE BASE OFPUBLIX'S FIRE LINE RISERS WITH N 0 OTHER DEMAND ON TH E FIRE LINE. SOU RCE: AVID GROUP DATE/TIME: 9/27107 ELEVATION: 113 FT STATIC PRESSURE @ NO FLOW: 59.5 PSI FLOW RATE: 1100 GPM RESIDUAL PRESSURE: 32.4 PSI HYDRANT BUTT COEFFICIENT: 0.8 14. SYSTEM P RES SIRE AND FLOW REQUIREMENTS AT THE BASE OFTHE RISER ZONE#1 (RISER 1) 0.25 GPM/ FT2(3022 FP) 808 GPM @ 25 PSI STORAGE O.S. HOSE ALLOWANCE 250 GPM 1058 GPM ZONE#2 (RISER 1) 0.18 GPM! FT2(2565 FT2) 477 GPM @ 25 PSI SALES AREA O.S. HOSE ALLOWANCE 250 GPM 727 GPM ZONE#3 (RISER 2) 0.18 GPM1 F72500 FT2) 471 GPM @ 30 PSI SALES AREA O.S. HOSE ALLOWANCE 250 GPM 721 GPM ZONE#4 (DRY RISER) 0.25 GPM/ F7 (1063 FT2) 413 GPM @ 26 PSI LOADING DOCK O.S. HOSE ALLOWANCE 250 GPM 663 GPM 15. TOTAL AREA COVERED RSER 1 ZONE #1: RECEIVINGISTORAGE - 3022 FT2. SALES FLOOR- 2537 FT2. ADMINISTRA11ON - 1500 F7. BAKERYIDEU - 3570 FT2 RISER I ZONE #2: LOADING DOCK - 1063 FT2. 16. SEISMC RESTRAINS (WHERE REQUIRED) ALL PIPING SHALL BE PROVIDED WTH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL "SHL-B" OF THE ANSI/SMACNA SEISMIC RESTRANT MANUAL "GUIDELINES FOR MECHANICAL SYSTEMS" DATED 1998, SECOND ELATION, AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. AND IN ACCORDANCE WITH NFPA 13. Publl*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 3381 1.331 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG. 7477 AL. REG.6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC.REG.163AO AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 277AO SC. REG.21754 AL REG.24905 TN. PEG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC.REG.16521 AL REG. 2058I TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL REG. 5AO85 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEHER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 @ COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: FIRE PROTECTION DETAILS & NOTES SCALE: 1 /8 " = V- 0" FP 3 of 4 -JAN-2008 10:27 xmwc P:\1200-1299\1245\1245fp03.dgn EL:28'-8" _ T.O.B. EL:24'-0" O, T. JOIST 1 'PIPE DOWN TO SINGLE SPRINKLER HEAD EL:0'-0" J, FIN. FLR. B G D E G H MECHANICAL ROOM AAIn Ar-r- Damn TCrTTnAI 1 .LI II_ 1 I IV I LLV 1 1V11 VV1L_V11 VV %..II_li 1 1U111 SCALE V8" -- 1'-0" EL:O'-0" FIN. FLR. 8 7 6 5 4 3 2 1 I I I I I I I i PROVIDE SPRINKL HEAD PROTECTION ALL REFRIGERATI GROUPING GREATE 4 FT IN WIDTH. VARIE 11111fli16 EL.O'-O" FIN. FLR. 6 I I I FRONT WALL PARAPET I TOP C.M.U. / EL: 24'-0" I BACK WALL PARAPET TOP PAR. / EL. 20'-0' ------------------------------ jk LEVEL ELL:: 0'-0" 6' WET PIPE ZONE #1 ROUTED ABOVE CEILING 6' WET PIPE ZONE #2 ROUTED ABOVE CEILING CEILING BEYOND ------------ ------ -- --------------- ALARM CHECK VALVE-----., OS&Y VALVE (TYP.)— INSTALL OS&Y VALVE AND CHECK VALVE IF DOUBLE CHECK BACKFLOW PREVENTER UPSTREAM IS NOT INTERLOCKED WITH THE FP ALARM SYSTEM ING CHECK VALVE DRAIN LINE 1 1 1 1 I I I i 1 I I I I I I 1 1 I I 1 I I I i I I i 1, ` _ _ _ _ = n-► 4' TO FDC LOCATION 8" TO BFP LOCATION FIRE PROTECTION BUILDING SECTION SCALE V8" = 1'-0" 4 5 G2'-4' _ I 0 .. r..� r rall r ► q�� U REFRIGERATION MECHANICAL QENTER MECHANICAL CENTER FIRE PROTECTION SCALE %8" = 1'-0" P u b ll'o xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5293 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811.3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT -FL REG.91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL REG. 623A TN. REG.103497 JOHN W. KITCHENS, PE CML/STRUCTURAL-FL REG. 45277 GA. REG. 020251 Sr— REG. 163AO AL REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG, 51959 GA. REG. 27740 SC. REG. 21754 AL REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG.16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111362 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL REG. 54085 GA.REG.025636 SC. REG.19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL REG. 28079 Q COPYRIGHT 2008 PU&LIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT- PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*A V112707 r%n AILAnuP+'rMlP- FIRE PROTECTION SECTIONS SCALE: 1 /8 " = V- 0" 10-JAN-2008 L0:2G xmwc P:\1200-1299\1245\1245fp04.dgn 4 FIRE RISER SECTION FP-4 SCALE: 1/4'1 Publi*x. SUPER MARKETS j� — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - fl— - — - — - — - — - — - — - — - — - — - — - — - — -G- - — - — - — - — - — - — - — - — - — - — - — - — -El -------- F_ F_ II II II II I, II II II II _ II II 11 II 11 11 II I I 1 1 I I I I Inl Inl Inl 1nt a-------- S 30X6 TO 14' 0 2 R/A RISER W/ OBD SET 10 750 CFM OBD RETURN AIR REGISTER DETAIL Iv1 ,vl I)I Ivt M-1 N.T.S. - I I 1 1 1 I I i( I I I I I'�ri/rirri� I i' I I I Ll Ll Ll 1 Ll I ( 2)1 OX10 CR / 160 CFM — - — - — - — - — - — — - — - — - — - — - — — - — — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — — - _ _ - — - - — - - — - — - — - - — - — — - — — — - — - — - — - I_=--_-- 12X6 CD-i X _ X 240 CFM' � r---------- - - - 100 CFM _ /L-ID 4 ' I I _1 1 - - - -- - ----- ----- i ----- ----- --�- --1----- ----- ----- I 6' D (2)50 dFM I - -� - -� - � - -, - � - � - � -, - � - -, - -� 1 I 1 � ( Lininirari lii�i}iir rrir� I _- - -- �//Lit/u/U/U/L/t/� '-------- I------- - I------- '- - -- I I-------- I-------- i------- '-------- I-------- ---- - - I I I I I 100 CFM —1 25X3 REG 1 I 12X12 D rqO = 2 iAY==----- Lu I N-2 1070 49X6 REG i 1 0700 CFM I I O TO 20' Q5 S/ 1 I (1) 49X6 REG 1 tl) 49X6 REGI. (2) CFM 12 X10 140 CF 700 CFM 20 700 CFM i 2$X20 TRANS - - - - - -��-3 i _ _ - _ - - � � 12X12 DG/FDI , -------� - -� ,-------� I Dtvtl/!r/Lt/1//l/lLtl� ---� t -- - - - -- -i t -� I --� I ---- -- - -i G� /u/UU/JJ.Cctt� '------- = t------- = 6 2BX20 REG —C> _ ' I -------- -------- -------- -------- I--------------------�_----------------------- 1 i 8 s--- 3 (1) 49X6 RE 1 NF 2 a W 2 r\ 3050 CFM 25X3 REG 1 r I 4' -- -- -- -- — ----- - —- -- -- -- --- ------ -- - —- --- - - OZ0@LFM-- ------ --- _ Eic-5 _155_CFM-------- _ _ _ _ _ 75 CFM I --——- — - ---- -----------------------4------------------------ ----- _ ----� l _D- -- — - -- -----------r------ — --- ------`�%------ 1_ ----- -_—_- 14' 18• 20• T-I 10" - - 1 I ' 21- _i l 2fi 8 Y t 10 ,I 7 1 ( 1 r! 12x12 CD-1 I 12X12 CD-1 I NI-2 M-2,1 140 CFM M- 140 CFM I-- -- ,-- ,- ,-- 1 -VL----------- -- - - -- ------ - - - I -- 4 - - 20- I ---- ---------------- --- --® - 14--- - 18'S6 'S6 22" --- ---- -- - ----_ _ == _ _---- _----- ---- --- -------------------------- - - - - ----- -- -- - - -- - ---- ---- --------------- -- 7 -IT- 1j I PLENUM W/OBD TRANS TO 1 \ it 30X6 REFRIG CASE R/A 30X6 REFRIG CASE R/A 21 - - i 30X6 REFRIG CASE R/A \� 14 � AND SET � 700 CFM --------------------------------------------- � I I I II (PLENUM W/OBD TRANS TO ( PLENUM W/OBD TRANS TO 30X6 REFRIG CASE R/A I _ I I I PLENUM W/OBD TRANS TO II PLENUM W/OBD TRANS TO ' 1 4' �0 AND SET D 800 CFM ' 14 0 AND SET @ 800 CFM 14'0 AND SET 0 700 CFM 33 ITmI I 8 14"QS AND SET a 700 CFM—1 _______ ____L N _______ _______ i- - - - - - - -� 1- - - - - - - = I- - - - -L - '- - - - - - - � I- - - - - - - it ! 1 GX8 TO 12' 0 24X8 TO 16' 0 R/A RISER R/A RISER I I I I 11 30X6 REFRIG CASE R/A 11 W/ OBD SET W/ OBD SET PLENUM W/OBD TRANS TO 1 In 500 CFM @ 900 CFM I I I i I II 14'0 AND SET 0 700 CFM II 18,0 20' 0 I I I I I O f—- i--—-—-—-—-—-—- — - — - —-—---—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- — - — - —- 1 -----—-—-—-—-—-—- — - — - —-- r�--—-—-—-—-—-—- — - — - —- -/ --�y -- -— - �\ ny f-y ry - --- ---�� --- - - --- ---may --- --P' - --- ��—- — - — - —- �\ — \ y \ y —_ \---- — - —- �\-—-—- — - — -ry---— - — - —�\ -- ny ry Et tj ---- —- — - — - —- I----- ------- E r r r . 2$X28 CR N- 1 !�2800 R/A r� 16, i� G• i [ I ' II I W/OBD iy l� I`N IN ty I`y iy G„ i`y !`y I`y !y ly I`y I� I`y Iq 1 i` G. j\j` j` 1` ty y ty ly ly iy Gi ly ly ly l'1 ly ly ly ly l'4 ly l'1 ly , y \I \ Y I y \ y \I I 1 y \i y { y y Y II I (''�2 I 1` �-� I '-\ �� �� �\ ( 1`2$X28 CR s\ �\ �\ I �\ 2800 R/A II rI r1 r, II II II II II II II II II II II II II II II II II II r1 �, rt II II II II 11 Ii II II II II II II II II II II 11 II 11 11 II 30XG TO 14' 0 8 R/A RISER W/ OBD I i rl F-1 1-1 r1 r1 F-1 NF2 SET @ 750 CFM I I �i II 11 I, 11 i II 11 II I 11 II 11 II 11 II III I II I 11 I 11 II � I. I III 'I II II 11 II I,, II II II 11 I II II 1I 2 - - - 24X8 TO 16' 0 24XCTO SER6' 0 R/A RISER M-3 i' W/ OBD SET R/ARI W/ ORI SET 1 Ina -1000 CFM 900 CFM- --- ----+1----------------------------C3----------------- -- --- -------- I I iy 1 i i1 Ij I� I� 1 tj tj tj I i I I i I t II 11 iJ\ i\ \ i\ i\ I i\ i\ i\ 1 I IJ i I iy i ' I• II I 1 II I 24X8 TO 16' , 1 24X8 TO 16' 0 R/A RISER ARISER W/ OBD SET W/OBDSET i Q 1000 CFM 900 CFM rl ii i ii [_1 rl 11 I I I I I I I I 16' I I 11 I I I I I I I III I II II II II II II I I II II 17 1 1) 49X9 REG( 49X9 REG12 1735 CFM 61735 CFM Lj v v v W/OBD 22X22 CR i I 1 II 1 800 R/A ' 30X6 REFRIG CASE R/A I I 1 i+4 r-I rl r1 rl r1 rl I nl rl rl ri I -I ri PLENUM W/OBD TRANS TO �- I 14' 0 AND SET 0 700 CFM II I, II I I, I, II II I II 11 it II II I, I // ,1 r1 II II � II 11 II II � II 11 II II � I1 II � _ II 11 II 11 ( 11 II II II I II II II II 1 II II 1 /- I II II II � II II 11 II II II II II � II II � - ' lzxlz CD-2 r 400AYFM 4' 0 I Iti I 2 22 ,5 I, I I M Q I I SF-1 CFM PER I 0� \NNM-5 M-2 rl I i rl ri I rl �I ri rl 1 rl rl �I rl 1 rl �I I t 2X1 2 CD-2 , 1 305 CFM Gr � 6' CD-5 PROVIDE 12X12 UP ' FOUR 4-FOOT SECTIONS, i TO F-2 2-WAY ]4X14 rrr� /5 I OF 3/4' 1-SLOT LINEAR 20X10 REG DIFFUSERS W/ INSULATED I 600 CFM I I i t 1 1 I I I I I I I I I I 1 1 1 1 I I i 1 i I i BOOT OOTPLENUM I ON?SDI DIFFUSER SHALL-. _ -u/ I I ( LOI LI NGERED, I N THE, 4 12X12 CD-2 GYP BOARD CEM-5- - 111-5- I v 510 CFM ,---- --- - , -r-- i 1 '� x i 3-WAY Illy====1 2 DUCT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----F- - - - - - - - - --ill I- I I I r-y 82' X24" R/A PLENUM 10X] 0 t5 ty UP TO AC-1 3 8 F-1 , GH-1 I O24X4 ON t i t GH-2 `°i --, 6X a I TRANO TO I 1 % iy �y J y y Ly v � y yy y �� I I I I 12X12 GD 125 C F'M i 1 IZ I I I - i 6,. I � 12X20 TRANS TO 16X16 E XH 3 2- Y I I I II UP TO F-1� M-2 5 1%z' CONDENSATE WITH 12` 10X10 2 6 P-TRAP TO DRAIN THROUGH ' ` ROOF. DRAIN BY PLUMBER I`F2 I I 1 i 1 I III I I 36 I I 11 I � = 12X12 Cd 211 ,-I r1 F-I I F-I r1 � i I 1 305 CFM �- I I I I I I I I I, I 11 2-WAY i I I I JJ I 1 �01 -112X12 CD-2 t i° X28" TRANSI TI ONI I I I I 1 1 1 1 I 1 1 510 CFM 11T0 43' X30' OVAL S/bl I I I I I I I I' 1 11 -- IA 3-WAY 1 (DUCT DOWN FROM AC12 LP I I I t l I I I 1111 I 1 2 � _ 24' QS R/A UP TO ` C- 4 AC- 4 TRANS. 49X9 REGl 49X9 REGi II 1 13 11'' I J 21 X9 REGl I I I 1520 CFM 01 520 CFM � 760 CFM _ 4 \� � I'4 1 8 I TO 28X20 s 200 CF 9 - - M-2 12 12 I i � I I I 2-WAY 31 , I 1 28" X20' S/A FM. - I I AC-4 TRANS. 1 12X12 CD T 0 20' 95 co 510 CFM i MTD 96' 4-WAY 22X22 CR-2 12X12 CD-2 I' 49X9 REGi 4 49X9 R[FG1 (y I,`I I 120 CFM 1440 CFM j 1200 CFM �1200 CFM _ -)' v � I 2-WAY 1 11I I 10 I- I I a� �� 1 -20 - I �i---- -- ------ ---- ---- --- - --—-—-—-— ------F----�------ - - - -i --II- - -- - -- -------- C --------------- - 1112X12 CD-2 M-2 i I1305 CFM 3-WAY i J I CCENTRI C REDUCERS B. 0. D. ELEV. 141 8' TO KEEP BOTTOM OF DUCT - - - - -- - - - - - - - - - - - - 1 I ABOVE 14'-8' ELEVATION A. F. F. I I I I _I- 1 '_ - I 6' 11----------------I------------------�-------------------- 1-- - - - - ------------- - - - -- I - _--- - - - - -- __j 6x6Co-z1 I II 110 CFM I 10" \� I I 1 /Jl/ fj, - J<a"� 2-WAY 1\6X6 CR 1 ,lJ A 12X 2 CD2 I 60 CFM 1340 CFM I 3-W Y0CD-5FURNISH ANDI TALL I I I FOUR, 4 FOOT SECTIONS OF 3/4 FOUR - - - SLOT LINEfl}1R DIFFUSERS W/ INSULATED BOOT PLENUM @ 315 CFM PER 4 FT. SECTION. Vc/u/1/1/L/L/L/tom tiJJsili/1/1/1/G� I L/G//1/1/1/L/L/� N �- ^" �_77 I / <�f \\ U /1L1/ /L/L/� \ UL//1/1/1/L/LJ/J uG//1/1/1/L/L/Ll 1 COORDI NATF W/ LIGHTS AND SPRINKLER HEADS. I 9 \ ^ I \ f, 10' •CD-4 330 ICFM- I F-6 1000M1BXBUSTION '4 FLUE 0 ' --- I------- I ------- 1---- - I ,------- c �I I i-------� I , / 10' CD-4 I \ /10' CD-4 ' 330 CF ` ` 12X1 CG330 CFM \ - - 1 22' 0 RyA UP TO I I J \ 1 1 r 22'0 S/A UP TO / '118X8 REG 500 CFM 1-WAY / t/ lJ - ('1�2 , ' 46X22 CR-2 AC-6 TRANS.4' UP TO ERV. r AC-6 TRANS.. � � � / / / TO 28Xi0 \ r I / r MOUNTING HEIGHT FOR / // ` I _ � 3940 CFM _ _ _TO 2BX20 TRANS TO 18X18 IN / -i r /� , 14" - - - 46' _I 10'{� r r __._._. TRANS �__._._._._._.� �_ _._. ._._� �__._._._._._.� �._.� REGISTER 14'-0 - --- / (/ VERTICAL UL!/1/1/1/1/1/ L/ /1/1/ /L/L/ \ / L/L!/1L1/1/L/JJ UL(/1/1/1/L/1/ / / \ uLJ/1/1/1/UUG / I // // 36X12 REG r I I (2) 24X18 REG ( (3)1 Q DIG r r /�/ / 10' %4 /' r r ZO - _ I ' CD ✓ / 1030 CFM Nt-2 ` \ _ C-6 x� \ - 1000 CFM X6 CD-3 a' \ \ 330 C ) `J 0 i 14 C' 3 5 r I I I ,-- - - - - -, I I- - - - - - -- 00 CFM ----- /I J \\ / --- ' 1 9 r�` %` I 24' \_-------- ------ 8 FT. F-2-�IA�'-- ----- --__-----1_1 ------� '\ M-2 __ \ r I _ 1 g (2) 8X6 GRr O 806CFM 2 12X12 MD-2 - - — - — - — - / TRANSFER 12X12 CD-2 12X12 CD-2 � 4 � BORGEN HUTCH �> �> �> i� UP 360 CFM 370 CFM I --- 370 CFI---------------1 I �'_--- 1 ( 12X12 CD-2 I 1610 ,. 2 M-2 _ 2-WAY 4-WAY 4 t -WAY 1-WAY - - - - - - - - - - - - - - - - 6 CD-3 I 12X12 CD -2 \ \ \\ / �., i 9X-9-C�B-3'--I----- -�-�-------� -- - ---- --- 1===_=__ J 2X10 UP / MTD o 515 CFM 24'� R/A UP TO �1�0 CfM {-------------- ----- ----- - -- - _ ---- 4- -- 1 --�-- __ 0 CFM I �> �> �> I 515 CFM TO F-5 I ���___= 96' 3-WAY 18 �. I AC-3 TRANS. -WAY 34 ' 34 34 N 4 34 1 9 - _ - - I WAY I ' - - 4-WAY TO 28X20 s V-rj l/1/� —�--- -- -- -- -- - O TO -- — - 12X12 OG --- -- - - ---- Q 24X1 24X18 - -'------------ -- __ --------� I / ,--- 1 3 r / 1 1 1 J/� — _ _ __ -- I - - �-"'--1------= I t r�,l 12X]2 CD-2 I 12'�b M-2 I- t S II t I J/J i515 CFM 1 ( T r 10X10 ] _ _ _ 1 - J AC-3 TRANS. FM. 11 12X12 DG I L__ _ @ _I 3 /i I T I - --- -- — — ------ -------- IIL--------- , �_ -"� - tv I I �4 13-WAY 4 i I 1 O - -- ! /-- - - - - -- I- �iiT, w / / I - B - - --- / I -- �- ,11OX10 RE�YF t ,T- - - ---- ---------- ------------ 11 18•�b 1 1 16" r. 20 0' 20-------- - - - - -- I ' t - .- . 18` Qi 1 - ' I ' I 1 _ i 1 X6 CD-3 -, I - I - 1 2X10 12' 12X12 CD-2 I i I 12• 14'�61 f f a I ' - --1 1 _..,, ..-I _..,I _.-1 j1 -- - 10' 2-WAY I 1- -I -I -� - - 41WAYFM I __ 50 CF1N I I I � I I i I - � I 1 - - - - 60514X1 CFMR 10' 0' /H/. ! I 14' 1 i 4' i I 14' _ _ _ _ _ - 12" �' I - i I I I , 12X12 D-2 I 1 I 4 �I 1 3 ---I / ,// 1 I ' I I 1 / - I I I I I 3 I I I G I - _ __ I 1 -I --I -1 - i- ' I 370 C 14•� 12•� � � 2 , I I � I i I I I '-1- '_ 1-WAY ' T1 , I I I ' I ' 1 I�_ I I I I--t I -1 I--' III _I �i1i1 t _I i ( - - - 1 14' -- ' 22" -- - - -- 1 -- -- - II --_ --- ----_-_-_--------------------- ----------------=- - ------------- -_-_- -_- -- -_-_ _-_-_-_-_-_- -_ -_-_-_-_-_-_ ----- - ----- _ _ -__-_-_-_-_-_�__-_ -_-_ -_-_-_-_-_-_-- - -- --- -_ _ _ -_ _ -_ - - -- -- ------ --- --- ----- ------ _ - - - -- 0 12X12 CR 6X6 CD 3 6X6 CR 12X12 CR V-1 12' CD-1 12' S6 CD-1 or-( 2) 22X22 CR 12' 0 CD-1 - - J 12X12 CIS 12X12 CG 500 CFM (12° CD-1 V-4 9X9 CR 325 CFM 12X12 CR jj 90 CFM 3 i I 12' CD-1 6X6G 12X12 CR I 12' CD-i 12X12 DG 160 CFM 10' QS UP V-3 -2 100 CFI 335 CFM 575 CFM 575 CFM 1000 CFM_ 575 CFM 575 CFM 330 CFM 90 C M 330 CFM '420 CFM 335 CFM 2 WAY 6' 0 UP 1010 UP 4- WAY 4- WAY %'I-4 4- WAY 14-WAY 420 CFM 1 81' 0 UP NOTES 10.0 UP i 1 4- WAY 1 ( I 2 4-WAY I ANSUL PULL STATION FOR GH-2. LABEL' FI RE MINIMUM BOTTOM OF DUCT ELEVATION SHALL BE 14'-8' A. F. F. Q6 ROUTE R/A DUCT TIGHT TO BOTTOM OF JOISTS. M-2 1 I 0 EXTINGUISHER - GH-2' . Ol EXPOSED FLUE PIPE BETWEEN OVEN AND CEILING SHALL COORDINATE DUCT INSTALLATION WITH ELECTRICAL <3> OA SENSOR MOUNTED UNDERNEATH REFRI GERATI ON CONDENSER HAVE A STAINLESS STEEL EXTERIOR. 11 5 GORE 90' ELBOW. ROUTE DUCT DOWN TO 4 FT. ABOVE CEILING. CONTRACTOR AND CARPENTER SO AS TO AVOID LIGHTS BY REFRIGERATION CONTRACTOR. I ' -0' A.F.F. 1 AND ARCHITECTURAL SI GNAGE ON THE BACK WALL. I ( I OEXHAUST DUCT SHALL BE 16 GA. GALVANIZED STEEL DUAL WALL DUCT. ( SHOWN HATCHED) 4 MOUNT TRANSFER AIR REGISTER 14' -0' A.F.F. PROVIDE 12X12 I ALL WELDED WITH FLANGE AT THE TOP. I I 1 ' REG' AI -DEVI CE CONNECTED TO 12X12X12 BYPASS PLEINUM ( UNLESS SIDEWALL REGISTER TO BE ANGLED DOWN 45'. 1 3 DUCT WRAP INSULATION BEHIND WALL. ROUTE DUCT TO AVOID INTERFERING WITH ARCHITECTURAL DETAIL MOULYEN ON THE WALL. � Q MINIMUM BOTTOM OF DUCT ELEVATION SHALL BE 14' -8, A.F.F. OTHERWISE NOTED) . ' 3O I ( I 1 1 4 SIDEWALL REGISTER TO -BE ANGLED 10' DOWN. � GREASE HOOD SUPPLY AIR DUCT HEATER. UNIT, CURB & HUMIDISTAT ARE SUPPLIED BY PUBLIX 4> FURNISH AND INSTALL FLEXIBLE CONNECTIONS IN I SIDEWALL REGISTER SHALL BE SET TO THROW AIR PARALLEL mot% MOUNT VAV SENSOR IN REGISTER NECK I REQUIRED FOR STORES IN ATLANTA AND I AND INSTALLED BY MECHANICAL CONTRACTOR. I I DUCT RISER TO RTU. I OR RETURN DUCT BETWEEN THE JACKSONVILLE DIVISIONS. O WITH THE FLOOR. REGISTER AND RETURN GRILLE. ANSUL PULL STATION FOR GH-1. LABEL 'FIRE DUCT SHALL HANG TIGHT TO O O EXTINGUISHER - GH-1' . 3 REQUIRED FOR STORES IN ATLANTA AND JACKSONVI LLE DIVISIONS. 4 � HOOD'S UTILITY CABINET WILL HOUSE MELI NK' S IN ECLI HOOD O BOTTOM OF SUPPORTING STRUCTURE CONTROLLER. OWRAP DUCT WITH A FIRE RESISTANT INORGANIC BLANKET Q FOR DH-1 SEE MECHANICAL SECTIONS (SHEET M-5) FOR EXACT LOCATION. 4 SUPPORT DUCT RISER TO THE RTU USING THE ROOF SUPPORT E0 AT THIS LOCATION. ENCAPSULATED WITH A SCRIM -REINFORCED FOIL. AT ALL SYSTEM. SEE DUCT HANGER DETAIL ON SHEET M=2. TRANSITION TO RECTANGULAR PLENUM CEILING AND ROOF PENETRATIONS ASSEMBLE FIRE WRAP 0 CABLE SIDE BRACING WHERE SEISMIC RESTRAINTS ARE REQUIRED. W/ DIMENSIONS EQUAL TO TRANSFER <> MELINK REMOTE CONTROLLER KEYPAD. MOUNT 60' AFF AND WITHIN TO ACHIEVE ZERO CLEARANCE TO COMBUSTIBLES. T' 10' OF MELINK CONTROL CABINET. SUPPRESSION CONTRACTOR. LABEL 'BAKERY MAIN GAS SHUT OFF'. 1, TRANSVERSE BRACING - 2 OPPOSING 1/4 ' CABLES ROUTE R/A DUCT CENTERED 4'-0' FROM COLUMN LINE GRILLE NECK SIZE. O REMOTE CABLE PULL FOR GAS SHUT OFF TO BAKERY BY FIRE LONGITUDINAL BRACING - 2 OPPOSING 1/4 ' CABLES 3 HOLDING DUCT TIGHT TO BOTTOM OF 32 GIRDER. 31 PROVIDE ACCESS DOOR FOR DUCT SMOKE MDETECTOR ASSREQUIRED. L� COORDINATE DUCT INSTALLATION WITH REFRIGERATION TO O8 FIRE SUPPRESSION SYSTEM TO BE PRE-ENGINEERED TO MEET O FLUE DUCT SHALL BE EQUAL TO METAL-FAB MODEL PIC PRESSURE CONTRACTOR AND CARPENTER SO AS TO AVOID REFRIGERATION SMOKE DETECTOR'S SENSING PROBE. THE REQUIREMENTS OF UL-300 AND NFPA-17A. INDUSTRIAL CHIMNEY. PIPING. S. S. ANSUL SYSTEM ENCLOSURE @ 8` A.F.F. BULLHEAD TEE WITH TURNING VANES OR STREAMLINED TEE. SEE HVAC HOOD ELEV. AND DETAILS FOR MORE INFO. ' OROOF. _-_ � 4 =31 rl I _16' i II P TRAP 0 DRAI R IN BY THROUGH 1 8 PLUMBER NF2 1 O 24X8 TO 16' 0 1 R/A RISER B7°X38'R/A PLENUM W/ OBD SET I UP TO AC-2 i1 0 1000 CFM ii � it rl it it I I I I I 11 11 'i NF2 II II ' II II II 11 11 11 it ii I, 11 �`-` 11 ' I t 6' X20' 0 34' UCT DffiNq T ANSI T 2 'OVAL FROM II 11 II II 11 I, ON S/A 49X9( REGl 49X9 REGl 21 X9 REGl AC-1 01520 CFM 01520 CFM � 760 CFM I 1 - 9 12 12 Q (� v 12 31 20' 0 24' � 28 � B. TYP. y 1�4 31 11 t� O49X9 REGl t� t11011 49X9 REG( 49X9 Gi 9 t 4 1410 CFM a 4 141 0 CFM I � 4 �2 I a0 49X9 REG149X9 REGl t � 0t \ 49X9 REG y y ly :iy iy jy iy 1200 CFM iy 1200 CFM jy ly 1200 CFM MTD @ MT 96f 1 I MINIMUM 96 11 ■� f;! I I 4 O ■w�.l ♦ -- — CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS; 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAYID TAULBEE, AIA ARCHITECT - FL. REG, 91318 DAYID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.1 1881 SC. REG. 477 AL REG. 6234 TN. REG-1b3497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG, 16340 AL REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51459 GA, REG. 27740 SC. REG.21754 Al. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG. 108507 ANTHONY CLEMENT(, PE MECHANICAL- FL REG.54781 GA. REG.318$2 SC. REG. 25591 AL RED,. 28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54b85 GA. REG. 025636 SC. REG. 19743 AL REG. 23065 TN. REG. 108038 NORMAN METER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL. REG- 28079 © COPYRIGHT 2006 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DO CUMENTS MENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST Of MY KNOWLEDGE, INFORMATION, AND BELtEP; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBM PLOT DATE: 10 JAN 08 REVISION DATA: #12d5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 3Q1 ZEPHYRHILLS, PASCO CO., FLORIDA V112707 DRAWING TITLE: HVAC FLOOR PLAN SCALE: 1 /8 " = 1'- Q" of 5 10-JAN-2008 I0e26 xrnwc P:\1200-1299\1245\1245m01.d9n RETURN AIR REGISTER DETAIL N.T.S. OFOIL BACK FIBERGLAS INSULATION... WRAP COMPLETELY AROUND TRUNK DUCT DROP AND GRILLE AS SHOWN... TAPE AND STAPLE PER SPECS AND DUCT WRAPPING DETAIL. 2 SEAL ALL SEAMS AROUND CONNECTION WITH GLASS-FAB AND MASTIC. 3 SEAL ALL DUCT JOINTS AND SEAMS AS PER WRAPPING DETAIL... PAINT SMOOTH AND FILL ALL PIN HOLES ON ALL CONNECTIONS. O4 ALL DUCTS SHALL BE SUPPORTED IN AN APPROVED MANNER... REFER TO TABLE AND DETAIL. 05 FOUR (4)$SX1/2'SHEET METAL DRILL SCREWS AS MANUFACTURED BY DURO-DYNE IBM CODE NUMBER 1400-4 OR APPROVED EQUAL... TYPICAL EACH POINT OF CONNECTION. <6 LAY -IN CEILING AND GRID PROVIDE 3' TELESCOPING OVERLAP JOINTS. FASTEN AND SECURE SECTIONS OF FIRE WRAP WITH WELDED INSULATION PINS AND SPEED CLIPS. 1 PINS SHALL BE SPACED 6"APART. DOUBLE WRAP GREASE DUCT FROM GREASE HOOD TO 3' ABOVE GYPSUM BOARD CEILING. PROVIDE OPENING IN THE CEILING EQUAL TO DUCT DIMENSIONS PLUS (4)TIMES THE THICKNESS OF THE DUCT WRAP. GYPSUM BOARD CEILING ABOVE GREASE HOOD. ACOUSTICAL TILE LAY -IN DIFFUSER DETAIL N.T.S. FILLER PANEL lOFOIL BACK FIBERGLAS INSULATION... WRAP COMPLETELY AROUND TRUNK DUCT DROP AND GRILLE AS SHOWN... TAPE AND STAPLE PER SPECS AND DUCT WRAPPING DETAIL. 2O SEAL ALL SEAMS AROUND CONNECTION WITH GLASS-FAB AND MASTIC. O3 SEAL ALL DUCT JOINTS AND SEAMS AS PR DUCT WRAPPING DETAIL... PAINT AS SHOWN AND FILL ALL PIN HOLES ON ALL CONNECTORS. GREASE HOOD O4 ALL DUCTS SHALL BE SUPPORTED IN AN APROVED MANNER... REFER TO TABLE AND DETAIL. OFLEXIBLE DUCT, THERMOFIN A-300,ALUMINUM LINER WITH VAPOR BARRIER OVER FACTORY INSULATION. OLAY -IN TYPE CEILING DIFFUSER OLAY -IN CEILING AND GRID NOTES: I i ALL FAN CURBS TO TYPICAL EXHAUST FAN BE SUPPLIED BY PUBLIX. 1 I 1 1" LONG "12-14 'SCOTS' SCREWS BY ITW BUILDEX OR APPROVED EQUAL AT ENDS AND 6" O.C. AROUND RUN ROOFING FELT 1 PERIMETER OF. CURB.(TYP) UP TO CURB NAILER SEE CURB MOUNTING DETAIL I BACKORART GRAVITY DAMPER I _ DAMPER TRAY BY MANUFACTURER FIBER CANT STRIP I BY ROOFING CONT. I BUILT UP ROOF I BURGLER BARS - - I - MASTIC C-CHANNEL STEEL GRADE HEAD FASTENER SEE STRUCT.DWGS - - � - - 3%z' X 3%2" x�6 ° FOR DETAILS STEEL ANGLE BETWEEN JOISTS EXHAUST DUCT WORK SEE PLAN TYPICAL FAN MOUNTING DETAIL 5 M-Z N.T.S. 5 FABRICATED 5 LATERAL 5 S� � Y�I�- A q R AVAILABILITY: 3`8' DIAMETER S / R R 5 -�I IF- Y �i Is 45' OR 90• q 5 R=LSA 23' DIA. & UP ANY ANGLE 3' 22' DIA. ANY ANGLE CON TEE (R=7' FOR 4' DIA.) ROUND DUCT ROUND DUCT ROUND DUCT ROUND DUCT ELBDM, HARD BEND ANY ANGLE S C N _ TYPE,OHE,(ANY ANGLE) MITERED 90' r o Y-2 45 ELS A �-- A LATERAL 4 ) T R=LSA R r 1 a x A OVAL DUCT A x OVAL DUCT TOE OVAL DUCT OVAL DUCT NOTE: INDIVIDUAL FITTINGS ARE REODNANIFOLDING SHALL NOT BE USED rjj--�TYPICAL DUCT FITTING �-2 N.T.S. DUCT ROUND STRAP MAXIMUM No OF DIAMETER HANGERS HANGERS SPACING HANGER UP THRU 18' 8 GAUGE WIRE 1' x 22 GAUGE 12'-0' 1 19' THRU 24' 1/' ALL TREAD ROD V x 22 GAUGE 12'-0' I 25' THRU 36' 3/8' ALL TREAD ROD 1' x 20 GAUGE 12'-0' 1 37' THRU 50' (2) %' ALL TREAD ROD (2)1' x 20 GAUGE 12'-0' 2 51' THRU 60' (2) %' ALL TREAD ROD (2)1' x 18 GAUGE 12'-0' 2 61' THRU 84- (2) %' ALL TREAD ROD (2)1- x 16 GAUGE 12'-0- 2 (1) ALL HANGERS MUST BE SECURELY ATTACHED TO A STRUCTURAL MEMBER AND NOT TO THE ROOF DECK. (2) WIRE, RODS, AND STRAPS SHOULD BE MADE FROM GALVANIZED STEEL. (3) THIS TABLE ASSUMES CONVENTIONAL WALL THICKNESS AND JOINTS PLUS ONE LB/SO FT INSULATION. SEE SMACNA'S DUCT CONSTRUCTION STANDARDS IF HEAVIER DUCTS ARE TO BE INSTALLED. HANGER STRAP ''A LL TREAD 3/8'BOLT,NUT AND WASHERS BAND OF SAME SIZE AS HANGER STRAP ON FLEX DUCT 2'WIOE BAND NUT AND WASHERS HANGERS FOR ROUND DUCT N.T.S. 18 TYPICAL CONDENSATE DRAIN 4-2 N.T.S. I 1 1 ID DI4X24 GREASE HOOD iISUPPLY AIR DUCT 1 I TO BACK WALL S/A PLENUM. (BEYONDH GREASE DUCT FIRE PROOFING N.T.S. INSTALLATION(1) ATTACH BRACKET TO INSIDE TOP OF CURB USING (4)TEK SCREWS SUPPLIED AS SHOWN IN DETAIL. NOTE - ATTACH MOUNTING BRACKET TO CURB BEFORE MOUNTING UNIT TO CURB. O AFTER SETTING UNIT ON CURB ATTACH BOTTOM OF BRACKET TO BASE RAIL OF UNIT,WITH (4)TEK SCREWS SUPPLIED AS SHOWN IN DETAIL NEOPRENE GASKET SEISMIC RESTRAINT BRACKET "10 TEK SCREWS ARE F LONG WOOD NAILER SUPPLIED BY THE CURB MANUFACTURER FLASHING AND CANT STRIP, FIELD SUPPLIED 17' ROOF MIN 22" FAMED OPENING SEE STRUCTURAL DWGS. FOR DETAIL HARDWARE PACKAGE - 10 TON UNITS AND SMALLER HARDWARE PACKAGE - UNITS LARGER THAN 10 TONS (4)14 GA. GALVANIZED STEEL ATTACHMENT BRACKETS (6)14 GA. GALVANIZED STEEL ATTACHMENT BRACKETS (32)410 TEK SCREWS ONE BRACKET ON EACH SIDE OF (48) #10 TEK SCREWS TWO BRACKETS ON LONG SIDE CURB EQUALLY SPACED. EQUALLY SPACED ONE BRACKET ON SHORT SIDES OF CURB EQUALLY SPACED. s CURB INSTALLATION �_2 AC-39 49v96 N.T.S. DUCT %'THREADED ROD SUPPORT ANGLE DUCT WIDTH SUPPORTS TO 23' 10' CENTERS ( i X i XAL ) 23�6' TO 26!6' 10' CENTERS (1 X 1 XYBL ) 27' TO 34Y2' 10' CENTERS ( 1 X 1 XAL ) 35, TO 40' W CENTERS (1 X i XII/BL ) 40Y2' TO 4T 5' CENTERS (ll/Xl%X%BU 45Y2' TO 52' 4Y2' CENTERS (1�X1Y2X1%L) 52Y2' TO 60' 4' CENTERS (1Y2X1Y2XYaU 61' AND UP 42' CENTERS (2X2XYBL) NOTE:INSULATE DUCT HANGERS 4'AWAY FROM DUCT TO PREVENT SWEATING OF THE HANGERS 12 HANGERS FOR OVAL DUCT M-2 N.T.S. A 5b cm N OM OPENING AR NOTE: ALL FAN CURBS TO BE SUPPLIED BY PUBLIX FAN HOUSING OPENS 900 �- AND INSTALLED BY ROOFING CONTRACTOR \ SEE FAN AND CURB SCHEDULE. LOCATE ELECTRICAL SERVICE / AND HINGE ON SAME SIDE AS BREATHER TUBE TYPICAL FAN - GRAVITY VENT DISCHARGE POINT OF TOP DISCHARGE/ / / EXHAUSTERS I / / GRAVITY VENT I / / I \ L� SUPPLY ELECTRICAL I SERVICE THROUGH "1 CURB SUPPLIED WITH HINGE AND THE FAN BREATHER TUBE \ 1 LOCKABLE HASP TO ALLOW ` FOR INSPECTION OF DUCT WORK i' LONG 1112-14 'SCOTS' SCREWS BY ITW BUILD OR APPROVED EQUAL AT ENDS AND W O.C. AROUND PERIMETER OF CURB. (TYP} I on GREASE TRAP LOUVER I I I I I �� I 1 16 GA. SHEET METAL CURB �I EXTENSION Lu w WIRE ME I �1 ZI M �w I 1 D) GREASE DUCT FIRE WRAP El 1�1 II 1 1/ 11 1 ( FACTORY CURB SUPPLIED BY PUBLIX SEE CURB MOUNTING I 16 GA. WE�DED HEAVY I AND INSTALLED BY ROOFING CONT. a � DETAIL DIPPED G LV. STL. 1 1 CURB CIHANNEL 1 I FIBER CANT STRIP BY ROOFING CONT. 1 1 WELDED T 3-1/2'x5/II (2)3-1/2' 6' STL ANG I 1 BUILT UP ROOF t C4X5.4 1 I CHANNEL 3 1/2' x 3 1/2' x 5/16' STEEL ANGLE BETWEEN JOISTS BEGIN DOUBLE LAY R I I I 1 °J FIRE BARRIER WRAP 1 8' BELOW ROOF DECK UP TO BOTTOM OF FAN 1 I z � I ( EXHAUST DUCT WORK 1 SEE PLAN I 1112" FIRE BARRIER DUCT WRAP I 3 TYPICAL GREASE FAN MOUNTING DETAIL N.T.S. NOT USED M-2 DUCT RISERS GREATER THAN 24 FT SHALL HAVE RISER SUPPORTS AT 10 FT INTERVALS. RECTANGULAR �'<lE:SHEET METAL SLOT TO ROUND RECTANGULAR TO ROUND TRANSITION COVER MUST BE CUT TO TRANSITION LOCATE TRANSITION WITHIN THE FIRST FIT AROUND ELEC. AND REFRIG. TWO(2)FEET FROM THE TOP OF THE CASE AND HAVE REMOVABLE IN STORES WITHOUT CEILINGS. ACCESS COVERS FOR A5n EACH ELEC. J-BOX o� RISER W/O.B.D. 2\GA 2° GALV. 1/2" I CASE OR GONDOLA A 0 > r CAULKT °8 PAN HEAD SCREWS 40 AT 12' O.C. SLOT COVER DTL. 3'=1'-0' (FULL LENGTH COVER BY A/C CONTRACTOR END CAPS BY PUBLIX SEALED R/A PLENUM ISLAND ORZ CASES R/A UNDER CASES 13)SECTION AT ISLAND CASES rI-7 N.T.S. `STEEL BEAM SEE SHEET S-4 NOTE=TOTAL LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 1. UNIT BASE 5% OF THE BRANCH RUN 2. CURB GASKETING OR 10 FT. 3. 2 X 4 NAILER STRIP pp 4. GALV.CURB BY PUBLIX CD-1 DIFFUSER O& 5. CANT STRIP - NOT FURNISHED 6. ROOFING MATERIAL FLEXIBLE DUCT DETAIL 7. RIGID INSULATION -NOT FURNISHED 17 CURB INSTALLATION 8. CDUNTERFLASHING - NOT FURNISHED M-2 9 A C -1 2 N.T.S. N.T_S_ l PIPE .ET S-6 DAMPER' FLEX DUCT INSULATED SQUARE TO ROUND ADAPTOR ALUMINUM LAY -IN (SURFACE) DIFFUSER WITH 080 19 CD-2 (CD-3) DIFFUSER M-2 N,T.S. NOTE: INSULATIO DUCT 1 DUCTS 24'AND LARGER SECURE INSULATION W/ WELDED STICK -PINS AT ROUND DUCT 18'OC AND ADHESIVE ON BOTTOM 4' 2 CUT INSULATION TO �T PROPER LENGTH TO AVOID COMPRESSION OF INSULATION 3 SEAL ALL JOINTS AND SEAMS WITH GLASS-FAB AND FIRE RESISTANT INSULATIO DUCT MASTIC. OVAL DUCT 2e TYP DUCT WRAPPING DETAIL 9-2 i N.T.S. R/A DUCTWORK (SEE PLAN) FURNISH AND INSTALL DUCT HANGER AT THE ELBOW/HORIZONTAL DUCT CONNECTION FOR DUCT RISER SUPPORT. SECURE HANGER TO THE ROOF SUPPORT SYSTEM. RISER W/O.B.D. NOTE -SHEET METAL SLOT COVER MUST BE CUT TO 7' FIT AROUND ELEC. AND REFRIG. a AND HAVE REMOVABLE ACCESS COVERS FOR - - - - - - EACH ELEC.J-BOX 1 r 0 26 GA 2' GALV. H� 112° CASE OR GONDOLA I I CAUL 8 PAN HEAD SCREWS O AT 12' O.C. REF'G. CASE SLOT COVER DTL. 3'=1'-0. I (FULL LENGTH COVER 0 BY A/C CONTRACTOR END CAPS BY PUBLIX 0 CASES SECTION AT REF/Go N.T.S. TYP. FACTORY WELDED & CAULKED DOUBLE WALL RISER W/ ALL AROUND DUCT O.B.D. AIR EXTRACTOR USE ANGLE AS NOTED ON M-1 MOUNTING FLANGE - FLAT FOR GOOD GASKET CONTACT. WELDED AND CAULKED ALL AROUND INSULATION 14 DRUM / REGISTER DETAIL t,.r V LONG 1110 SHEET -METAL SCREW ( I lI/z"X 1%z' GAL. rl ! / STL. ANGLE 3 =r- - \� TACK WELD _--- DUCT FIRE DAMPE 7 9 0301 _----- - ; - -- 1/4'X3/4' ,' BOLT -NUT r ) #10 SHEET- r ( 16 GAUGE 1 METAL SCREW 'r- � r GAL. PLATE 21 FIRE DAMPER DETAIL NOTES • M-2 N.T.S. Ol THE FIRE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L.MUST BE USED IN LIEU OF THE ABOVE DETAILS WHERE APPLICABLE. 02 FUSIBLE LINK (165') �1 REFER TO SMACNA,NFPA 90A AND MANUFACTURER'S RECOMMENDATIONS FOR SLEEVE GAUGES. OCLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED ON 1/8'PER FOOT OF WIDTH (OR HEIGHT)UNLESS OTHERWISE STATED IN THE ASSEMBLY. COORDINATE WITH CONTRACTOR THE PICTURE FRAME OPENINGS IN STUD FRAME RATED WALLS PRIOR TO INSTALLATION DAMPER AND SLEEVE, OMULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM CLEARANCE OF SIX (6") INCHES BETWEEN DUCTS. �6 FIRE RATED WALL. REFER TO ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. OCONNECT DUCT TO SLEEVE USING 'UL"APPROVED BREAKAWAY TYPE CONNECTION, OR A BREAKWAY STYLE TRANSVERSE JOINT AS TESTED AND APPROVED BY SMACNA. THE 18 GAUGE GALVANIZED STEEL SLEEVE SHALL EXTEND A MAXIMUM 6"BEYOND THE WALL. BREAKAWAY CONNECTIONS SHALL CONNECT TO THE DAMPER SLEEVE USING 1110 SHEET METAL SCREWS SPACED (2) OR (3) SCREWS PER SIDE FOR ROUND DUCT WITH DIAMETERS LESS THAN 22'. ROUND DUCT GREATER THAN 22" DIAM. WILL REQUIRE (5) SCREWS. �8 ACCESS DOOR OR PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND LARGE ENOUGH TO USE TWO HANDS TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES. PROVIDE TWO ACCESS DOORS IF NECESSARY. THE ACCESS DOOR LOCATION SHALL BE FREE OF OBSTRUCTION AND FULLY ACCESSIBLE. OAFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTIONS AS LISTED ABOVE, AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTIONS. SEAL DUCTWORK AND INSULATE WHERE REQUIRED. 10 PROVIDE 16 GAUGE STEEL RETAINING ANGLES WITH A MINIMUM 1�'XIY2" LEGS. FOR STUD WALLS THE ANGLE IS ATTACHED TO THE WALL AND DAMPER FRAME USING #10 SHEET METAL SCREWS, TACK WELDED OR 1/4' BOLT AND NUT. USE 1/4'X3/' SELF TAPPING CONCRETE SCREWS FOR MASONARY WALLS. SPACE SCREWS OR WELDS A MAXIMUM OF 6' ON CENTER AND MAXIMUM OF 2" FROM CORNERS. N.T.S. NUT & FLAT WASHER METAL STUD WALL, OR METAL FURRING L3'X3'XI/2' BAR JOIST ON CONC. BLK. CDNT. WELD DOUBLE STUDS 48. O.C. ACCOMMODATE CREEP OF JOINTS OF 47'WIDE DUROCK AND ST.STL PANELS BOTTOM CHORD - 4 O " T VERT. STAINLESS STEEL PANELS 18 GA. W/1/2'90 DEG.RETURN BEND ON EACH SIDE- 47' O.C. ADHERE TO DUROCK W/FIRE-RAT H j CONT. WELD ED AD ESIVE VERT. Y2. OUROCK -47-O.C, CUT AND SPACE TO RECEIVE ST.STL.PANELS 5/8' TYPE X G.W.B. 1/2'a ROD PLAN DETAIL HOOD HANGERS SPECIAL GREASE HOOD NOTES SEE HOOD SCHEDULE FOR DIMENTIONS Q1 HOOD FURNISHED BY PUBLIX, INSTALLED BY CONTRACTOR. 1 I O2 ENTIRE HOOD TO BE 18 GA. STAINLESS STEEL, 430, 1 22 GA. GALV. MTL. RETAINER KOOL LINE FINISH. OVER ]'MINERAL WOOL BATTS SUSP. GRID REINF. W/WIRE MESH OR EQUAL I W/ VINYL TILE. 1 ON j2'OUROCK ON 'TYPE X G.N.B. AT DELI KITCHEN �3 HOOD TO HAVE FIRE EXTINGUISHER SYSTEM AS ON METAL STUDS OR FURRING.SEE N.F.P.A. ( SPECIFIED WITH DEEP FRYER PROTECTION. HOOD 96-7 REFER TO AND EXTINGUISHER SYSTEM SHALL BE IN COMPLIANCE EXHAUST DUCT-16 GA. GALV. SCHEDULE A-2 WITH N.F.P.A. BULLETINS NO. 17A & NO. 96 AND U.L.-300 BY CONTRACTOR VARIES ® HOOD MUST BE HUNG LEVEL FOR PROPER GREASE 2 HR RATED GREASE DRAINAGE. DUCT FIRE WRAP EXHAUST - 1/2'e ROD DUCT 18 GA. ST.STL. CLOSURE �5 HOOD AND DUCT SHALL BE WELDED CONSTRUCTION 0 PANEL -BY CONTRACTOR WITH LIQUID TIGHT CONTINUOUS EXTERNAL WELD. © DUCT TO BE 1'-G' CLEAR OF .ANY COMBUSTIBLE O MATERIALS. U.L. LISTED VAPOR PROOF LIGHT FIXTURE �% ALL SHEET METAL EDGES AND WELDS TO BE GROUND 7'--� SMOOTH SO HOOD CAN BE CLEANED THOROUGHLY AND U.L. LISTED BAFFLE TYPE 20' X 16' X 2' ST. STL. SAFELY. EXTRACTOR STAINLESS STEEL CLOSURE STRIP GREASE O INTEGRAL WITH HOOD. ® PROVIDE S.S. NO. 430, 18 GA. SKIRT AROUND DUCT 3' STAINLESS STEEL ON 112'OUROCK FROM HOOD TO FINISH CEILING FOR BAKERY DONUT PROVIDE BACK-TO-BACK 0 ON 5/8' DRYWALL ON METAL STUDS HOOD. STUDS AS REO'D (OR METAL FURRING ON CONC. BLK.) AT W O.C.-SEE DTL. ABOVE. SEE FLOOR PLAN SPEC. WALL TREATMENT O STAINLESS STEEL WALL FINISH TO BE 48' SHEET WITH NOTES FOR FWA LXINSH TO EXTEND 18' PAST EDGES TURNED %2" TO WRAP 1 " /z DUROCK BOARD CUT TO HOOD EACH SIDE. 1 � 4GV2 WIDE. EXTEND PANELS FROM TOP OF BASE TO HOOD AND TO CEILING AT SIDES OF HOOD. GREASE HOOD 4 (FURN. BY PUBLIX) y NOT USED �-2 SCALE: 112" = 1'-O" F �IL AT DELI KITCHEN 3/' LONG *12-14 'SCOTS' SCREWS BY ITW BUILDEX OR APPROVED EQUAL AT ENOS AND 6'O.C. AROUND PERIMETER OF CURB.(TYP) THROUGH BOTH CURB AND FRAME CANT STRIP BUILT-UP ROD ROOF CURB LOCATED AND INSULATED SECURED TO DECK ROOF DECK BY CONTRACTOR. ;o ROOFED IN BY ROOFER. STEEL DECKING ANGLE IRO FRAME. AME. REFER TO S-5 FOR A DR APPRDVEDIEQUAL AT SCREWS BY ENDS AND 6TBUILDEX FRAME. D.C. AROUND PERIMETER OF CURB. (TYP) SECTION A -A THROUGH BOTH CURB AND FRAME N.T.S. CURB MOUNTING DETAIL L3"X3"X1/2'L---- CONT. WELD BOTTOM CHORD NUT & FLAT WASHER /-BAR JOIST 112" 'CONT. WELD 1/2"a ROD HOOD HANGERS N.T.S. METAL STUD WALL, OR METAL FURRING ON CONC. BLK. DOUBLE STUDS 48" O.C. TO ACCOMMODATE CREEP OF JOINTS OF 47" WIDE DUROCK AND ST.STL. PANELS 4'-0" VERT. STAINLESS STEEL PANELS 18 GA. W/l/2" 90 DEG. RETURN BEND ON EACH SIDE- 47' O.C. ADHERE TO DUROCK W/FIRE-RATED ADHESIVE VERT. Y2' DUROCK -47" O.C. CUT AND SPACE TO RECEIVE ST.STL. PANELS 5/8' TYPE X G.W.B. PLAN DETAIL 1 SEE HOOD SCHEDULE FOR DIM. SPECIAL GREASE HOOD NOTES 1 O1 HOOD FURNISHED BY PUBLIX, INSTALLED BY CONTRACTOR. 22 GA. GALV. MTL.RETAINER OVER 1" MINERAL WOOL BATTS REINF. I EXHAUST DUCT-16 GA. GALV. a ENTIRE HOOD TO BE 18 GA. STAINLESS STEEL, 430, W/WIRE MESH OR EQUAL ON 1 I ALL WELDED BY CONTRACTOR KOOL LINE FINISH. /2" DUROCK ON %g TYPE X G.W.B. ON METAL STUDS OR FURRING_ SEE N.F.P.A. 96. i i Q3 HOOD. TO HAVE FIRE EXTINGUISHER SYSTEM AS 18 GA. ST.STL. CLOSURE SPECIFIED WITH DEEP FRYER PROTECTION. HOOD SUPPLY DUCT-22 GA. GALV. 4" PANEL -BY CONTRACTOR AND EXTINGUISHER SYSTEM SHALL BE IN COMPLIANCE WITH N.F.P.A. BULLETINS NO. 17A & NO. 96 AND U•L.-300. 2 HR RATED GREASE VARIES 4 HOOD MUST BE HUNG LEVEL FOR PROPER GREASE DUCT FIRE WRAP EXHAUST Y2'!e ROD DRAINAGE. J - - _ _ -- DUCT (TYPICAL) REFER TO 5 HOOD AND DUCT SHALL BE WELDED CONSTRUCTION N _ - - - - - SCHEDULE O WITH LIQUID TIGHT CONTINUOUS EXTERNAL WELD. 0 SUSP. GRID © DUCT TO BE V-6" CLEAR OF ANY COMBUSTIBLE N 0 W/ VINYL TILE. MATERIALS. AT DELI KITCHEN U.L. LISTED VAPOR (2) ALL SHEET METAL EDGES AND WELDS TO BE GROUND - - - - PROOF LIGHT FIXTURE 7' 0- SMOOTH SO HOOD CAN BE CLEANED THOROUGHLY AND =fir SAFELY. U.L. LISTED BAFFLE TYPE 20' X 16" X 2" ST. STL. 0 SILICON BEAD a PROVIDE S.S. NO. 430, 18 GA. SKIRT AROUND DUCT GREASE EXTRACTOR ALONG SEAL FROM HOOD TO FINISH CEILING FOR BAKERY DONUT 0 HOOD. BACK SUPPLY PLENUM O STAINLESS STEEL WALL FINISH TO BE 48- SHEET 6" W/EDGES TURNED 1/2' TO WRAP 1/2' DUROCK PROVIDE BACK-TO-BACK BOARD CUT TO 46-1/2'WIDE. STUDS AS REO'D EXTEND PANELS FROM TOP OF BASE TO HOOD AND TO 0 CEILING AT SIDES OF HOOD. 0 SILICON BEAD O ALONG SEAL STAINLESS STEEL ON 1/2' DUROCK ON 5/8'DRYWALL ON METAL STUDS O - (OR METAL FURRING ON CONC. BLK.) AT 16' O.C.-SEE DTL. ABOVE. SEE FLOOR PLAN SPEC.WALL TREATMENT N NOTES FOR EXTENT; 0 ST. STL. WALL FINISH TO EXTEND 18' PAST HOOD EACH SIDE. 01-01, Ar 22 GREASE LIHOOD WITH BACK SUPPLY PLENUM M 2 (FURN. BY AT DELI KITCHEN SCALE: 1/2 - 1 -® Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 3381 1-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. PEG.11881 SC. REG.7477 AL. REG.6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. A5277 GA, REG.020251 SC.REG.16340 AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL. FL. REG. 51959 GA. REG. 277AO SC. REG.21754 AL. REG. 24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG.108607 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC, REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES Ix PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 V112707 DRAWING TITLE: H VAC DETAILS SCALE: 1 /8 " = V- 0" aN-2008 10:25 xmwc P:\1200-1299\1245\1245m02.dgn Y AIR CONDITIONING EQUIPMENT SCHEDULE BASIC UNIT COOLING COILS POWER H2O H2O W/0 SUBCOOLING W SUBCOOLING BLOWER COMPRESSOR CONDENSER F.L.A EAT LAT EVAP LAT EVAP LAT SUB S.P. S.P. UNIT *MODEL TYPE CFM O/A CFM EXT. TOTAL F db/wb TOTAL MBH SENS.MBH .F db/wb TOTAL MBH SENS.MBH 'F db/wb 'F db/wb HP RLA #COMP HP RLA #FANS HP RLA VOLTAGE MCA MOCP EER IPLV REFRIG. LBS. MISCELLANEOUS AC-1 MCQUAY ROOF TOP 10000 1500 1.50 2.45 70.3/63.9 315 182 53.6/53.3 299 139 51.9/51.6 57.6/54.0 7.5 22.0 2.0 13.0 38 4.0 1.0 4.0 208/3/60 132 150 12.3 --- R-410A 8500 100V0010 RPS-025C AC-2 MCQUAY RPS 050C ROOF TOP 14200 2450 MIN. 1.60 2.50 77.4/67.5 598 356 54.5/53.9 557 266 52.1/51.6 60.3/55.0 10.0 30.0 4.0 13.0 38 6.0 1.0 4.0 208/3/60 216 250 11.2 --- R-410A 11500 1 2 4 5 8 10 11 O O O O O OO 4900 MAX. AC-3 LENNOX LE LENNOX ROOF TOP 4340 400 0.75 1.08 76.3/63.5 126.8 97.0 54.3/53.0 3.0 10.6 2.0 5.0 20.5 2.0 1/3 2.4 208/3/60 107 110 10.3 11.8 R-410A 1340 0000®10 AC-4 LENNOX ROOF TOP 3500 600 0.75 0.91 72.9/64.9 93.4 62.7 55.3/55.0 2.0 7.5 2.0 4.0 14.6 2.0 1/3 2.4 208/3/60 103 110 11.1 12.3 R-410A 1305 0�3 Q�010 LCA-090H4 AC-5 LENNOX ROOF TOP 3650 600 0.8 1.09 78.9/66.3 127.9 84.7 55.9/54.2 3.0 10.6 2.0 5.0 20.5 2.0 1/3 2.4 208/3/60 107 110 10.3 11.8 R-410A 1340 O2 O3 ®�009 10 LCC-120S4 AC-6 LENNOX ROOF TOP 3480 600 0.8 0.90 77.9/64.9 94.1 78.2 56.4/55.6 2.0 7.5 2.0 4.0 14.6 2.0 1/3 2.4 208/3/60 80 90 11.1 12.3 R-410AT 1284 00000001@ LCA-090H4 NOTES: 1. SHALL HAVE LIQUID SUBCOOLING COILS, MULTI CIRCUITED HEAT RECLAIM COILS, UNLOADING COMPRESSORS, MOTORIZED OUTSIDE AIR DAMPERS AND OTHER SPECIAL FEATURES REQUIRED BY PUBLIX. 2. SHALL HAVE DUAL COMPRESSORS. 3. WIRE SIZE FOR ALL LENNOX UNITS SHALL BE SUITABLE FOR AT LEAST 167'F. 4. THERMOSTATS, HUMIDISTATS AND OTHER EXTERNAL CONTROLS ARE PROVIDED BY PUBLIX AND INSTALLED BY ELECTRICAL CONTRACTOR. 5. ALL UNITS ARE CURB MOUNTED. CURBS ARE MANUFACTURED BY AES INDUSTRIES, INC. ALL CURBS ARE FURNISHED BY PUBLIX AND INSTALLED BY THE CONTRACTOR. 6. OUTSIDE AIR INTAKE SHALL BE INOPERABLE ON THIS UNIT,OUTSIDE AIR WILL BE INTRODUCED THROUGH ERV-1 AND DUCTED INTO THE RETURN AIR DUCTWORK.. 7. AC-6 SHALL HAVE AN ADDITIONAL CONTACTOR IN STARTER TO POWER ERV-1. 8• DISCONNECT AND STARTER FURNISHED BY AC EQUIPMENT SUPPLIER. 9• WITH HUMIDITROL OPTION W/ LENNOX HUMIDITY SENSOR 10. ALL A/C UNITS AND ROOF CURBS SHALL COMPLY WITH THE SEISMIC REQUIREMENTS AS PUBLISHED IN THE LOCAL BUILDING CODES, SEE AIR CONDITIONING NOTE 12 THIS PAGE FOR THE SEISMIC DESIGN CRITERIA. FAN SCHEDULE UNIT MANUF. MODEL HP RPM MIN CFM MAX CFM EXT.STA. SONES VOLTAGE COMMENTS LOCATION F-1 GREENHECK CUBE-180-10 1 1127 1145 2865 1.05 14.1 208/60/3 1 2 3 5 6 8 1012 14 15 17 GH-1 F-2 GREENHECK CUBE-141-7 3/ 1488 855 1705 1.00 11.4 208/60/3 1 2 3 5 6 8 10 12 14 15 17 GH-2 F-3 GREENHECK G-095-D Y8 1218 560 --- 0.25 5.7 120/60/1 2 4 5 6 7 14 16 TORAGE/RECEIVING F-4 GREENHECK CUBE-121-4 % 1330 1000 --- 0.73 11.3 120/60/1 1 2 3 5 6 12 14 17 RACK OVEN F-5 GREENHECK G-095-D %8 1484 500 --- 0.5 8.7 120/60/1 2 4 5 6 7 14 16 17 SCULLERY F-6 GREENHECK CSP-A700 35OW 829 500 --- 0.375 0.6 115/60/1 4 14 16 19 0 BAKERY SF-1 GREENHECK RSF-90-5 1Y2 991 600 1430 0.64 9.6 208/60/3 2 3 5 6 7 9 14 15 17 GH-1 SUPPLIED BY PUBLIX AND INSTALLED BY HVAC CONTRACTOR. 01 UP BLAST %1 DAMPER. GRAVITY OPERATED GZ BIRD SCREEN v W/ DAMPER TRAY SEE FAN MOUNTING DETAIL 3 O BELT DRIVE ® VENTED CURB EXTENSION O DIRECT DRIVE O9 SPECIAL ASSEMBLY CURB O SWITCH NEMA 3R,TOGGLE, @ GREASE TRAP W/ DRAIN CONNECTION FACTORY MOUNTED AND WIRED ® ROOF CURB,SEE SCHEDULE 11 SAFETY GUARD 12 UL 762 LISTED 16 SOLID STATE SPEED CONTROL 13 HIGH EFFICIENCY MOTOR 17 HINGE KIT 14 PERMANENT ID TAG 18 REQUIRED FOR NON-FLORIDA STORES W/ COMPLETE SPECS 19 INTERLOCK OPERATION WITH F-4 I5 PROVIDE 3 PHASE MOTOR FOR VFD PROVIDE INLINE FAN W/NEMA 1 OPERATION, FAN IS CONTROLLED VIA DISCONNECT SWITCH, TOGGLE, MELINK'S VARIABLE HOOD EXHAUST FACTORY MOUNTING AND WIRES SYSTEM CONTROLLER AIR DISTRIBUTION SCHEDULE (OR PRIOR APPROVED EQUAL) MARK MANUF. MODEL MATERIAL FINISH MOUNTING CONNECTION COMMENTS CD-1 METAL AIRE 5700AS-6 ALUM.OR ALUMIZ. STEEL WHITE LAY -IN FLEX W/ OBD CD-2 METAL AIRE 5000-6 ALUM. WHITE LAY -IN FLEX SO O. TO AND D AND ADAPTOR CD-3 METAL AIRE 5000-2 ALUM. WHITE SURF.MTD. FLEX W/ OBO AND SO. TO RD. ADAPTOR CD-4 METAL AIRE 3000 B-1 ALUM. WHITE SURF.MTD. FLEX W/ OBD CD-5 METAL AIRE 6675-12 ALUM. WHITE SURF.MTD. FLEX W/ BPI AND SIDE INLET CR METAL AIRE CC5-D ALUM. WHITE LAY -IN HARD W/OBD CG METAL AIRE CC-5 ALUM. WHITE LAY -IN HARD --- DG METAL AIRE OGDF ALUM. SATIN ACRYLIC DOOR --- DG/FD NAILOR-HART 61DGD-FR STEEL PAINTED DOOR --- UL-GVZS RATING REG1 LINDAB RGS-3 STEEL SATIN ACRYLIC DUCT HARD ADJUSTABLE DAMPER REG METAL AIRE VHD ALUM. SATIN ACRYLIC WALL/ DUCT HARD W/OBD GR METAL AIRE VH ALUM. SATIN ACRYLIC WALL HARD --- CR-2 METAL AIRE CC-5-FB ALUM. SATIN ACRYLIC LAY -IN HARD W/ OBD AND FILTER OUTLET COLLAR 11. PROVIDE A MOTORIZED OA DAMPER WITH 24 VOLT ACTUATOR. INTERLOCK DAMPER WITH MELINK HOOD EXHAUST SYSTEM. FAN CURB SCHEDULE MARK DESCRIPTION ROOF CURB/WALL CAP MODEL NUMBER FRAME OPENING F-1 GH-1 EXHAUST FAN GPI-30-016/VCE-30-G18 2'-3%2' X 2'-3h' F-2 GH-2 EXHAUST FAN GPI-22-G16/VCE-22-Gi8 1'-7�6' X 1'-7%2' F-3 STORAGE/RECEIVING TOILET GPI-17-G16 1'-2%2' X 1'-2%' F-4 RACK OVEN GPI-19-1316 l'-4%2' X 1'-4%' F-5 SCULLERY GPI-17-G16 1'-2Y2' X 1'-2%2' F-6 BAKERY N/A N/A SF-1 GH-1 SUPPLY FAN GPI-26-G16 1'-llY2' X 1'-IIY2' ERV AC-6 ENERGY RECOVERY VENT GPI-32/44-G16 2'-7' X 3'-7" PRE-FAB ROOF CURBS SUPPLIED BY PUBLIX & INSTALLED BY ROOFING CONTRACTOR. ARIABLE VOLUME BOX DETAIL EL:22'-O' VARIES N.T.S. A/C EQUIPMENT IS FURNISHED BY PUBLIX AND INSTALLED BY CONTRACTOR. AC HEATING SCHEDULE FLORIDA STORES (BASED ON 29'F O.A. TEMPERATURE) (1) UNIT REQUIRED MBH • RECLAIM MBH REF. RACK DIFF. MBH ELECTRIC HEAT KW/STAGES/RATED VOLTAGE EAT LAT POWER V/PH/HZ AC-1 339.0 257.3 1 66.6 20/2/240 61.5 89.5 208/3/60 AC-2 555.9 284.0 4 253.9 60/2/240 55.9 83.9 208/3/60 AC-3 96.2 - - 96.2 30/2/240 69.9 85.9 208/3/60 AC-4 111.9 - - 111.9 30/2/240 60.8 80.8 208/3/60 AC-5 93.9 - - 93.9 30/2/240 66.6 85.7 208/3/60 AC-6 _r 67.7 - - 67.7 22.5/2/240 72.3 87.4 208/3/60 NON-FLORIDA STORES (BASED ON 11'F O.A. TEMPERATURE) (2) UNIT REQUIRED MBH RECLAIM MBH REF. RACK DIFF. MBH GAS H AGES/ EAT KW/RATED VOLTAGE HEAT/ELEC. OUTPUT MBH EAT LAT POWER V/PH/HZ AC-1 362.0 257.3 1 89.6 20/2/240 68.3 58.8 88.4 208/3/60 AC-2 525.3 284.0 4 223.3 320/-/- 256 49.7 84.3 208/3/60 AC-3 104.1 - - 104.1 30/2/240 76.9 68.2 84.3 208/3/60 AC-4 123.8 - - 123.8 30/2/240 76.9 57.8 77.7 208/3/60 AC-5 105.8 - - 105.8 30/2/240 76.9 63.4 82.8 208/3/60 AC-6 71.2 - - 71.2 22.5/2/240 57.7 71.4 86.5 208/3/60 * HEATING REQUIREMENTS ARE BASED ON 11'F FOR ATLANTA DIVISION. * HEATING REQUIREMENTS ARE BASED ON 30'F FOR FLORIDA DIVISIONS. * HEATING LOAD BASED ON LAT OF 90% HOOD SCHEDULE - 18 GAGE STAINLESS STEEL MARK GREENHECK MODEL SIZE L X W EXHAUST MAKE UP AIR UL CLASSIF. "GX" AL. FILTERS (NO) SIZE LIGHTS HOOD TYPE MOUNT FURNISHED BY INSTALLED BY LOCATION REMARKS MIN. CFM IMAX. CFM S.P. DUCT MIN. CFM MAX. CFM S.P. DUCT GH-1 GXEW-11.0-S ll'-0"x4'-0"x2'-O" 1145 2865 0.75 12 x 20 600 1430 0.14 (2) 24X4 YES (1) 20x2O = (7) 16x20 YES GREASE WALL PUBLIX A/C CONTR. DELIDEPT. F-1, SF-1 GH-2 GXEW-8.00-S 8'-O"x4'-3"x2'-O" 855 1705 0.59 12 x 12 --- --- --- -- YES (6) 16x2C YES GREASE WALL PUBLIX A/C CONTR. DELI DEPT. F-2 1. KITCHEN HOOD GH-1IS AN EXHAUST AND MAKE UP MODEL. MAKE UP AIR COMES FROM BACK WALL PLENUM SUPPLY AND THE ADJACENT SPACES. THE ADJACENT SPACES SUPPLIES EXCESS AIR INTRODUCED VIA THE AIR CONDITIONING UNITS. 2. KITCHEN HOOD GH-2 IS AN EXHAUST MODEL HOOD ONLY. MAKE UP AIR COMES FROM THE ADJACENT SPACES AND IS INTRODUCED VIA THE AIR CONDITIONING UNITS. 3.GH-2 HOOD SHALL HAVE STAINLESS STEEL BACK SPLASH PANEL. EXTENDING FULL LENGTH TO THE FLOOR. 4. GREASE HOOD FIRE SUPPRESSION SYSTEM IS UL-300 PRE-ENGINEERED. PIPING IS FACTORY INSTALLED; FINAL DROPS AND NOZZLES ARE FIELD INSTALLED BY CERTIFIED TECHNICIANS. 5. FIRE SUPPRESSION SYSTEM IS INTERLOCKED WITH THE FIRE ALARM SYSTEM TO SHUT DOWN POWER TO THE APPLIANCES, AIR CONDITIONING UNITS AND MAKE UP AIR FAN. 6. PROVIDE HIGH EFFICIENCY ALUMINUM FILTER (GX MODEL) FOR GH-1 AND GH-2. 7. PROVIDE 20 FOOT CANDLE LUMINARES FOR ALL HOODS EXCEPT IN ALABAMA SUPERMARKETS. HOODS PER ALABAMA SUPERMARKETS SHALL HAVE A MINIMUM OF 50 FOOT CANDLE LUMINARES. B.PROVIDE UTILITY CABINET FOR MELINK INTELLI-HOOD CONTROL SYSTEM ON THE RIGHT END OF GH-1. 9.GH-1 & GH-1 GREASE HOOD SYSTEMS SHALL BE MANAGED VIA THE MELINK CONTROLLER. SEE MELINK SHOP DRAWINGS FOR INTELLI-HOOD CONTROL SYSTEM'S INSTALLATION DETAILS. 10. PROVIDE MELINK MOUNTED CONTROLLER. SEE M-1 FOR MOUNTING LOCATION. DESIGN CONDITIONS OUTSIDE AIR ZONE CONDITIONS QUANTITY DB WB SALES AREA BAKERY/DELI STORAGE/RECEIVING ADMIN. OFFICES PHARMACY CFM 'F 'F DB,°F DP,-F DB,'F RH, Z DB,-F DP DB,'F RH, Z DB,'F RH, Z 8,125 91 77 74 55 75 55 76 53 75 55 72 48 VARIABLE VOLUME BOX SCHEDULE MARK METALAI RE 500BP CFM MI NI MUM CFM. NOM. ST. PRESS. I N. LOCATION V-1 510 370 80 0.02 CASH ROOM V-2 510 370 80 0.02 GENERAL OFFICE V-3 510 360 80 0.02 AV TRAINING V-4 512 850 140 0.04 LOUNGE V-5 1260 375 0.06 PHARMACY * SUPPLY ALL UNITS WITH 24VAC ACTUATORS POWER IS FROM EMS. • BOXES SUPPLIED AND INSTALLED BY THE MECHANICAL CONTRACTOR. * BOXES SHALL BE MOUNTED WITHIN 2 FEET OF CEILING. * ALL VAV BOX MOTORS SHALL BE EQUIPPED WITH KMC MODEL MEP-5001 18'/MINUTE ACTUATOR ENERGY RECOVERY UNIT SCHEDULE MARK ADMIN SERVES OFFICES GREENHECK MODEL NO. ERV-251H-20-B SUPPLY FAN TOTAL CFM 600 EXTERNAL S.P. 0.50 OUTSIDE AIR TEMP. (DB/WB/WINTER OB) 91.0/80.0/29.0 SUPPLY AIR TEMP. (DB/WB/WINTER DB) 77.5/65.1/67.4 EFFICIENCY 83.37 RPM 1,100 BHP 0.15 MOTOR HP VOLTAGE 115/l/60 EXHAUST FAN TOTAL CFM 750 EXTERNAL S.P. 0.75 INDOOR AIR TEMP. (DB/RH/WINTER DB) 75.0/50Z/72.0 EXHAUST AIR TEMP. (DB/WB/WINTER DB) 86.7/73.4/50.5 EFFICIENCY 66.6 RPM 1,363 BHP 0.32 MOTOR HP VOLTAGE 115/i/60 FILTERS 2' PLEATED UNIT WEIGHT (LBS.) 350 NOTES: 1. PROVIDE DUCT DETECTOR IN SUPPLY SIDE OF ENERGY RECOVERY UNIT. 2. PROVIDE 2' PLEATED FILTERS. 3. UNIT TO START VIA SECONDARY CONTACTOR IN AC-6 STARTER. 4. PROVIDE ROTATION SENSORS FOR WHEELS. 5. UNIT TO HAVE PERMACOTE FINISH. AREAS OF HORIZONTAL RUNS BY TRADES ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF DECK; WHERE EXPOSED IMMEDIATELY BENEATH ROOF DECK, PASSING BETWEEN STEEL JOISTS AND DECK WHERE POSSIBLE. REFRIGERATION: 32 IN, TO 36 IN. BELOW ROOF DECK; WHERE EXPOSED IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER. 8 IN, ABOVE CEILING; WHERE EXPOSED 8 IN. ABOVE BOTTOM CHORD OF STEEL JOISTS. AIR CONDITIONING: WHERE EXPOSED HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED, SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND/OR PUBLIX REPRESENTATIVE. 54.4 SYSTEM AIR BALANCE FLA. AC UNITS O/A = 8,600 CFM MAKE-UP AIR FANS = 1,430 CFM TOTAL EXHAUST = 7,380 CFM NET POSITIVE _ +2650 CFM AIR CONDITIONING NOTES 1. WORK THIS DRAWING WITH DRAWINGS M-1 THROUGH M-5. 2. COORDINATE DIMENSIONS WITH GENERAL CONTRACTOR FOR LOCATION OF EQUIPMENT, OPENINGS, CONCRETE BASES, TEC. 3. COORDINATE HANGING OF OUTLETS AND EQUIPMENT WITH ACOUSTICAL TILE ELECTRICAL,FIRE PROTECTION,AND PLUMBING CONTRACTORS. 4. DUCT SIZES INDICATED ARE FOR FREE AREA. ELBOWS SHALL BE EITHER DOUBLE RADIUS OR MITRE WITH TURNING VANES.SEAL ALL JOINTS AND SEAMS AS INDICATED ON THE DETAILS. 5. CEILING DIFFUSERS, REGISTERS, GRILLES, ETC. ARE BASED ON METALAIRE MODELS OR AS INDICATED - SEE SCHEDULE. 6. ALL DUCT WORK IS SINGLE WALL GALVANIZED SHEET METAL EXCEPT WHERE INDICATED, ALL CONCEALED DUCT WORK IS INSULATED AS FOLLOWS 7. DUCT INSULATION 1.0' LB. DENSITY, R-6.06 AT A THICKNESS OF: (A) SUPPLY AIR (S/A) 2' (B) RETURN AIR (R/A) 2' 8. A/C SUPPLIER SHALL CHANGE ALL FILTERS EACH 60 DAYS FOR THE FIRST YEAR'S OPERATION. 9. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED BY THE AIR CONDITIONING CONTRACTOR. USE FIRELITE D350RPL SMOKE DETECTORS, MOUNT IN SUPPLY AND RETURN DUCTS. DETECTORS IN THE RETURN AIR STREAM SHALL BE MOUNTED PRIOR TO MIXING WITH OUTSIDE AIR. SEE DRAWING E-7 FOR LOCATIONS OF REMOTE TEST BUTTONS. DETECTOR'S SENSING PROBE SHALL EXTEND THE FULL WIDTH OF THE DUCT'S LONGEST DIMENSION. 10. HURRICANE BRACKETS FOR A/C EQUIPMENT ARE PROVIDED WITH THE CURBS MANUFACTURED BY AES INDUSTRIES INC. AND INSTALLED BY THE CONTRACTOR. 11. SEISMIC BRACING: (WHERE REQUIRED) ALL HVAC DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL 'SHL-B'OF THE ANSI/SMACNA SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS DATED 1998,SECOND EDITION, AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. AND IN ACCORDANCE WITH THE LOCAL CODES. 12. SEISMIC DESIGN CRITERIA FOR ALL HVAC EQUIPMENT AND SUPPORT SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A.) SEISMIC DESIGN CATEGORY �, B.) IBC, CH.16 SEISMIC REQUIREMENTS FOR ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENT SEISMIC DESIGN REQUIREMENTS, AND C.) ASCE/SEI 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. AIR CONDITIONING LEGEND GR. GRILLE D.G. DOOR GRILLE -OPENING TO BE CUT BY G.C. C.G. CEILING GRILLE REG. REGISTER C.R. CEILING REGISTER C.D. CEILING DIFFUSER O.A. OUTSIDE AIR R.A. RETURN AIR S.A. SUPPLY AIR CFM CUBIC FEET PER MINUTE FPM FEET PER MINUTE S.D. SPLITTER DAMPER O.B.D.OPPOSED BLADE DAMPER R 0. RAKE OFF-TITUS MODEL AG-45 SMOKE DETECTOR RADIATION DAMPER-UL LISTED F.D. FIRE DAMPER-UL LISTED 1%2HR. V.D. VOLUME DAMPER R.H. RADIANT HEATER S.H. SPACE HEATER D.H. DUCT HEATER F.D. FIRE DAMPER-�* U.O.N. UNLESS OTHERWISE NOTED FLORIDA MECHANICAL CODE SECTION 403 / ASHRAE 62-2004 COMPLIANCE SPACE GROSS AREA S0. FT. NET OCCUPIABLE AREA SO. FT. PEOPLE/ 1000 SO. FT. CFM/ PERSON REQUIRED O/A CFM ACTUAL O/A CFM SALES FLOOR 30518 27500 8 15 3300 6000 OFFICE AREA 2480 316 22 20 440 600 BAKERY/DELI 5364 3510 8 15 420 1000 STORAGE 5045 3737 .15 CFM/SQ.FT. --- 560 600 TOTAL O/A 4420 8200 1 2 3 ------------- I I I - I I I I � i RC-1 I I I I I 18' JOIST ( 32" GI RIDER r 26' JOIST 32' GIRDER 2"- I REFRI GERATI ON i - al t- 1PIPING --- - - - - -� I 26' 0 i V J 1 B" o i 1810 20' 0 16' I I _ I I tS1 I 22X22 CR 800 CFM I I I I I I I I I ,v-----I I------� I I I -------------, r I r------I I I I I ------, r I I I I I I I i 05DM-12 I i I I I I I I I ORZ-6C I ORZ-6F I I I I I I I I I ORZ-6F I I I iI I I I I I i 1 i I i I I 1 I I I I i I I I 1 82X24 R/A RISER Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL REG,6234 TN. REG. 103497 JOHN W. KITCHENS, PE CML/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG.16340 AL REG, 20382 TN. REG.101567 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 SC. REG. 21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43869 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG.54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION, THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INPORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES I , � 414 -2f - _ - - PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4,4 V112707 DRAWING TITLE: HVAC SCHEDULES AND DETAILS SCALE: 1 /8 " = V- 0" 10-JAN-2008 10.25 xmwc P:\1200-1299\1245\1245m03.dgn VIEW OF R/A DUCTWORK UNDER GIRDER SCALE:1/' = 1'-0' M=3 of 5 a------------------------------------------------------------------------------ --- - + 560 F? i I I 1 i I 1 1 I 1 1 1 I 3N�1 4NTfl G O 3NTR* O 4'V7R 50 ♦NTR 3NTR 3050 1 t 0 i 16L 160 I 1 1 I 3NTR I —50 240 3'YTII —0/A 110 MECHANICAL CENTER j � e j 2 �� 600 -•155 _ AC-5 �F---------------�---i-------------------i------------------ i---------i ��`-- ----- z•YrAo-—i-------—-—-—----�---------0 --75 I I I I I 4 I 1 I I 2s� ri I I 3NTR I I I I I I I I I I I I I I I I I I I I 1 I I I f I I 0---------------------------------F------------------�-- -- - -------------------- - - - - -------j- - - - ------- - - - ---------( I I I I I I I I I I I I ! I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I i I I B500 9300 } 2865-�► F-1 -► 505 0� -�O/A 1500 -�O/A 4900 } I I I I I I 3NTR O J I i 1 I I I I I I I I I 1430— 5F-1 D-----------------—j------------------i------------------jn------------------i------------------i---------------j----------F-2 ------------0 F-1 N 510 i 1 I i I I f 0 ¢ Q I I I I I I I I 1705i- F-2 I I 1 I 6 -� 8160-- -►6040 f i I 4 350� I 1410 3f5 I I 1 1 AM I IW' 2 I I 510 «-0/A I I 1400 600 ~) I ( I AC 4 1440 -O - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - `-) `� - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - C 3' VTR O 1 I I 395- i I I I I I 60 I I I I 3•VT% I I I I I 4 I I i 925 I I I I I I I I I i I I 340-- F-8 3940 F�4 1320 I I I I I I AC-3 O/A 400 750 804 1260 03'VTR ,. l I I r IMi-8 f �-O/A-600 1000-» AC- 6 ui 1�00 I I I I I 3NTR° I Fg 690 2 80 3NTR O I I I 3NTR I I i T 7t t I 1 1 I 3NTR* O I I I I 3NTR* I I 3NTR o 420 420 1 0100r13025 370 4575- ►172550 500 ------605 -► 335 #90 101 0 37� 335 330 90 330 I I I I I I I I I I I I I I I I i i i i i i AIR FLOW DIAGRAM } NO SCALE ROOF PLAN SCALE 116 "=1'-0" 1 2 3 4 5 87' X38' R/A PLENUM TO 34' 0 RA DUCT 6 % 8 TRANSITION TO 24'0 RA AND PENETRATING BACK WAL 14 BELOW 14 8 AFF OVER THE SALES AREA. �-4SCALE %$"=1'-0" 8 7 6 5 4 3 2 U 76' X20' SA DUCT DOWN FROM AC-1 TRANS. TO 34' X28' OVAL DUCT. 22' 0 R/A 28" X20' S. A. ON. 24' 0 R. A. DUCT UP TO FM; SAC-4. TRANS. TO 24' I BEAM ROUTE UCT TIGHT TO AC-1 22° 0 S/A AC-4. TRANS. TO - - 28' X20' IN TI CAL AC-4 6' 0 CD- LINEAR 81' X28' SA DUCT y jI AC-6 SLOT DIFFUSER TRANDOWN FROM AC-2 1 1 VARIES 18- 0 R/A OVAL DUCT. X30' 22' R S DUCT TO II 1 1 1 ENTRY STIBULE T. JOIST -I REFRIGERATION PIPING 14 1 1 1 F4 T 2411 / 0" S A 20' 0 SA TO 1 ® 20' 0 24' 0 S/A ® � _11-mlr>;_ 32' 0 S/A 2' 0 S/ 2 ' 0 S/A ® 20' 0 S/A �I ur 1 22 0 S/A 1Ilm 01 26" 01 S/A - - �Ilrml-lit � � 28' 0 S/A jilmialt DELI DEPT. ___u 18' R/A MI N. BOTTOM OF' DUCT MIN. BOTTOM OF DUCT '- ' - ELEVATION 15' 9' A. F. F. ELEVATI ON 14' -8' A. F. F. A/ d/ // il/ .41 22' X22' R. A. GRILL ® ® www — _ /� 4` 15' 10° 8'-9" 4' 0" 14'-2" 9'-3' /// Hi HI 111HIt%/ d/ // p/ // /// //// // 0 EL:O'-0° J FIN. FLR. 2 H V A C BUILD NG SECTION B C M-L� SCALE �g"=I'-0" D E G NOTE: THE BOTTOM FOR ALL DUCTWORK A NOT EXTEND BELOW 14'-8' AFF OVER THE SALE AREA. 82X24 R/A PLENUM 7GX20 TRANSITION REFRIGERATION PIPING BEYOND REFRIGERATION TO 28' X34' S/A DUCT COORDINATE DUCT LOCATION W/ COORDI NATE REFRI GERATI ON PI PI NG MECHANICAL T.O.B. AC-1 REFRIG. ELECT. CONTRACTORS AND CARPENTERS W/ A/C DUCT RI SERS CENTER E V 26" 0 S/A EL:24'-0° AC-5 T. JOIST 2 EL:22'-0° 41 22' 2$' X20" R/A DUCT T. JOIST EL:20`-0" 14' 0 EXH. 30' 0 2611 o 1x4 \ 18, 20' 0 28' X20' R/A REG 3050 CFM l 2' 0 SA TO REC/STORAGE AREA ELEVATE DUCT AS NECESSARY REFRIGERATION TO CLEAR ARCHITECTURAL PIPING MOULYEN DETAIL IBULE m ORZ-GF ORZ-GF ORZ-GF ORZ-5F STORA ORZ-5F ORZ-5F ORZ-5F RACKS Ellrnmm - PHARMACY FIN FLO R EZF OWIZ OWIZ DWIZ WEZF EL:O'-0' EL:O'-0" FIN. FLR, 16' QS RA DUCT TO FIN. FLR. FROZEN FOOD CASE l 6' O RA UCT TO 16' RA DUCT TO EA DAIRY CASES 14"0 RA DUCT TO FROZEN FOOD CASE r3'\\HVAC BUILDING SECTION DAIRY CASES M-4 SCALE W=Y-O" 82'X24' R/A PLENUM TO R. ATO REFRIG. CASE TO REFRI G. CASE TO REFRIG. VERTICAL A. GENERAL_ CONTRACTOR SHALL COORDINATE TO 32' GIRDER DUCE nuuiE TIGHT TO BOTTOM OF 32' GIRDER TO 30' Sb DUCT ENSURE NON-INTERFERENCE PIPING RA. BETWEEN REFRIG. DUCT, LIGHTS AND ARCHITECTURAL SI GNA E. REFRIGERATION PIPING GENERAL CONTRACTOR SHALL COORDINATE TO ENSURE REFRIGERATION MECHANICAL CENTER VARIES T..PARAPET � NON-INTERFERENCE BETWEEN PIPING, R. A. DUCT AND ARCHITECTURAL SIGNAGE AC-1 AC-2 REFRIGERATION ' REFRIGERATION PIPING BEAM REFRIGERATION PIPING VARIES � T. JOIST 18' � R/A 16 R/A ----- - 16" S6 R/A 20' � R/A 22' �_ R/ SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811,3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.11881 SC. REG, 7477 AL REG.623d TN-REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL -FL. REG. 45277 GA. REG. 020251 SC. REG.163d0 AL. REG. 20382 TN. REG.Ip1507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 277d0 SC. REG.2175d AL. REG. 2d905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. d3884 GA. REG. 021246 SC. REG. 16521 AL REG.205B1 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG. 54781 GA. REG.31882 5C.REG.25591 AL REG.28d69 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5,4085 GA. REG. 025636 SC. REG. 197d3 AL REG.23065 TN. REG.108p38 NORMAN METER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 Al. REG. 28079 Q COPYRIGHT 4008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4,4 V112707 DRAWING TITLE: HVAC SECTIONS SCALE: AS NOTED 10-JAN-2008 10:24 xmac P:\1200-1299\1245\1245m04.dgn of 5 SQUARE TO ROUND TRANSITION ROOF I I I I i NO BENDS GREATER THAN 45' FROM CEILING THRU ROOF I i I I I I I i 10'COMBUSTION FLUE i W/ STAINLESS STEEL EXTERIOR WHEN BELOW CEILING NO BENDS WITHIN 5'-0" FROM TOP OF OVEN DOUBLE WALL FLUE WITH I' CLEARANCE TO COMBUSTIBLES RATING, UL-103 LISTED 1400 DEG. F. _ ELEV.10'-0' CEILING 1 OVEN VENTING DETAIL M-5 SCALE %2 = I'-0" BACKSUPPLY PLENUM HOOD PLAN VIEW HOOD ELEVATION VIEW F F l SF-1 ' ' 3 i - X cD FIRE WRAP j 10 b� 14X14 1 10X10 , 6 X m ELEV. 10'-O' `O S CEILING 18" S. S. WALL FI NI SH 7 GH-1 O EXTENSION BOTH SIDES 3 L_ 1� ELEV.7'-0' GH BOTTOM TRANSITION AS REQUIRED VARIABLE VOLUME TO GREASE HOOD SA I 1'-g■ OPTIC SENSOR AND EA OPENINGS 6' 3'-5' 1° 2'-1" 1' 1'-il" 1■ 2,_1" 9, RELEASE [hwP�(1I11�� JL DISTRIBUTOR TY CABINET FOR JK INTELLI -HOOD COLS UTILITY CABINET FOR MELINK INTELLI-HOOD CONTROLS FIRE. SUPPRESSIQN HO©D GH 1 OEMPMUNNTHIMS-ffill u[MILVEM, ALL COOKING EOUIPMENT SHALL BE LISTED BY AN APPROVED TESTING AGENCY. 0 DOUBLE ROTISSERIE: HOBART HR-7 2 FRYER: CHESTER FRIED GEF-720 30 GARLAND ED-24G GRILLE 4 DOUBLE RACK OVEN: HOBART - HBA2G 5 ALTO SHAAM COMBI THERM 10-10 TABLE Q 4 FT. TABLE O 8� SANDWICH PRESS ANSUL 0I STRI BUTOR RESPONSI BI LI TI ES •COORDINATION OF JOB INSTALLATION WITH JOB CONTRACTOR *REMOTE PULL STATION HOOKUP TO AUTO/MANUAL *CHARGING, TESTING, AND CERTIFICATION OF SYSTEM •PIPING AND NOZZLES FROM FACTORY STUB OUTS ( FOR CHAIN, SALAMANDER & UPRIGHT BROILERS, ROTISSERIES, TILTING SKILLETS, BRAISING PANS & PIZZA CONVEYOR OVENS) •MODIFY APPLIANCE DROPS IF SHELVES ON THE APPLIANCE INTERFERE WITH NOZZLE DISCHARGE *SUPPLY PIPING BETWEEN MULTIPLE HOODS *COORDINATE WITH HOOD INSTALLER FOR PROPER ORIENTATION OF MULTIPLE HOODS ELEV. 0'-0' Ah FINISH FLOOR � m (D SCALE: %' = Y-0' CONTROL PANEL KEYJ 1. STAINLESS STEEL ENCLOSURE 2. AGENT STORAGE TANK 3. EXPELLANT GAS CARTRIDGE 4. ANSUL AUTOMAN RELEASE 5. REGULATOR 1 4 24,5 7.5 0 23.5 �0 Poo 6.5 PIPING FROM STUB -OUTS BY ANSUL DISTRIBUTOR LOCATED TO AVOID INTERFERING WITH ROTISSERIE DOORS. IF ROTISSERIES HAS A TOP OPENING, (1) 1W NOZZLE MAY BE LOCATED ABOVE OPENING INSTEAD OF THE (2) IN NOZZLES. ELEV.19'-11' Adk VARIES IIII 3/8 ALL THREAD ROD TO STRUCTURE (TYP. @2 4 CORNERS) VARIABLE VOLUME TEMP. SENSOR 24 X 4 OPENING FOR RELIEF AIR MAKE UP TO GH-1 BACK SUPPLY PLENUM STAINLESS STEEL CLOSURE PERIPHERAL PANEL NSU S. S. ANSUL ENCLOSURE BOX o 8' A.F.F. UTI LI TY CABI NET FOR MELI NK INTELLI-HOOD CONTROLS 2'-6' 30' S. S. WALL FINISH EXTENSION MELINK REMOTE MOUNTED CONTROLLER KEYPAD STAINLESS STEEL WALL FINISH SA PLENUM 4'-0' 4'-0" 8'-0' HOOD PLAN VIEW 1 1 r----1 1 1 1 1 1 1 i 1 1 1 I 1 0 F-2 3 W2 O - FIRE WRAP 3/8 ' ALL THREAD ROD 11 TO STRUCTURE 10 (TYP. Q 4 CORNERS) i N _ O 16X16 FIRE WRAP ii X FIRE WRAP O N ' N 6 N I VARIABLE VOLUME TEMP. SENSOR 10X10 6 8 g VARIABLE VOLUME TEMP. SENSOR .� 14X14 TO SF-1 1 VINYL COVERED GYPSUM TILE S.S.ANSUL ENCLOSURE VINYL COVERED GYPSUM TILE � 11 10 VINYL COVERED GYPSUM TILE CEILING, NON-COMBUSTIBLE BOX @ 8' A. F. F. 1 12X12 CEI LI NG, NON- OMBUSTI BLE CEILING, NON-COMBUSTIBLE �J _ ELEV. 10' -0' S ELEV. 10'-0' ELEV.10'-0" STAINLESS STEEL CLOSURE S NSU STAINLESS STE CLOSURE PANEL CEILING PERI PHERAL PANEL VARIABLE VOLUME 3 4 N :ILLSTAINLESS STEEL CLOSURE PANEL 3 4 GH-2 O OPTIC SENSOR VARIABLE ABLENSORUP I0H-2 5 ELEV. 7' -0 3 71° GH-1 VARIABLE VOLUME TEMP. SENSOR _ _ _ - _ ELEV. 7'-0' - - - - - - - - _ _ _ _ _ ELEV. 7'-0' VARI ABLE VOLUME GH BOTTOM OPTIC SENSOR 1-6op STAINLESS STEEL CLOSURE STRIPS VARI ABLE VOLUME O 3'-3' 2'-0' 'i'-2' 9' 18' S. S. WALL FINISH 2'-9' -0' OPTIC SENSOR EXTENSION oB BACK SUPPLY 6" 2'-6' '-0 O PLENUM STAINLESS STEEL WALL FINISH 0 0 o 6 N _ FINISH FLE EV.OFLOOR FI ISH FLOOR ELEFINISH FLOORV.O`-0' STAINLESS STEEL WALL FINISH STAINLESS STEEL WALL FINISH s SECTION OF HOOD GH-1 %4 FRONT VIEW OF HOOD GH-2 5 SECTION OF HOOD GH-2 M"5 SCALE: ' = Y-0' M-5 SCALE:1/° = 1'-0' M-5 SCALE: V4' = Y-0" MAIR SPACE RELEASE IPE & CONDUIT ;Y ANSUL DI'STRI BUTOR HROME APPLIANCE DROPS (TYP.) HOOD ELEVATION VIEW FIRE SUPPRESsq N HOED GH 2 0 NOTES: WET CHEMICAL FIRE PROTECTION SYSTEM TO BE ANSUL R-IO2. ANSUL R-102 SYSTEM IS DESIGNED IN COMPLIANCE WITH UL 300 REQUI REMENTS. MICRO SWITCH TO BE SUPPLIED BY GREENHECK FOR CONNECTION TO BUILDING ALARM SYSTEM( S) , EXHAUST AND SUPPLY FAN( S) , AND ELECTRICAL POWER SHUT DOWN,. FIELD WIRING AND CONNECTION TO BE PERFORMED BY A LICENSED ELECTRI CI AN. PERMITS FOR FIRE PROTECTION SYSTEMS ARE THE RESPONSIBILITY OF THE PURCHASER, AND ARE NOT INCLUDED BY GREENHECK UNLESS OTHERWISE NOTED. VERIFICATION OF ALL COOKING APPLIANCE MAKE, MODEL, AND LOCATI ON( S) REQUI RED FOR ALL FI RE PROTECTION SYSTEMS. SEQUENCE OF OPERATION UPON INITIATION OF THE ANSUL SYSTEM BY EITHER AUTOMATIC OR MANUAL MEANS: • THE FIRE SUPPRESSION CHEMICAL WILL DISCHARGE; * THE ANSUL MI CRO SWI TCH WI LL SI GNAL ELECTRI CAL PANEL " L' & ' M' TO SHUNT TRIP AND CUT POWER TO ALL APPLIANCES. • SIMULTANEOUSLY THE GREASE HOOD SUPPLY FAN WILL SHUTDOWN. • THE EXHAUST FAN SHALL START IF NOT ALREADY OPERATING. * THE A/C EQUIPMENT WILL SECURE. • AND THE FIRE ALARM SUPERVISORY PANEL WILL INITIATE THE FIRE ALARM SIGNAL. SEE SHEET E-7 AND DETAIL #10, SHEET E-10 FOR FIRE SUPPRESSION SYSTEM TIE INTO THE BUILDING FIRE ALARM SYSTEM. GREENHECK SUPPLIED PARTS - INSTALLED QTY ANSUL # DESCRIPTION 3 419335 1N NOZZLE (1 FLOW) 4 419339 230 NOZZLE (2 FLOWS) 1 419341 290 NOZZLE (2 FLOWS) 2 419337 2W NOZZLE (2 FLOWS) 2 415671 HIGH TEMP. PULLEY ELBOW 4 417369 SERIES DETECTOR 2 1.25" CONDUIT 2 77286 EVERGREEN .500 CONDUIT SEAL 8 77284 EVERGREEN .375 QUICK SEAL 5 418569 SWIVEL ADAPTER 96 INI CHROME SLEEV I NG ANSUL DISTRIBUTER SUPPLIED PARTS 1 79694 1.5 GAL. ANSULEX 2 79372 3.0 GAL.. ANSULEX 4 FUSIBLE LINK (360 DEGREE) 2 24916 TEST LINK 2 419335 1N NOZZLE (1 FLOW) 1 CHROME SLEEVE B.FITTINGS 2 GAS VALVE (FIELD DETERMINED) 1 5373 - LT-30-R NITROGEN CART. 1 15851 101-30 CARBON DIOXIDE CART. GREENHECK SUPPLIED PARTS - SHIPPED 2 429853 REG. RELEASE SHIPPING ASSM. 2 429862 3.0 GAL. TANK SHIPPING ASSM. 1 429878 - 3.0 GAL. MTG. BRKT SHIP ASSM, 1 429864 1.5 GAL. TANK SHIP ASSM. 2 4835 REMOTE PULL STATION 4 15821 WIRE ROPE (50 FEET) 20 415671 HIGH TEMP. PULLEY ELBOW 2 423880 3PDT ELECTRICAL SWITCH PIPE SIZE34' SCHEDULE 40 BLACK IRON, CHROME APPLIANCE DROPS ALL GREASE HOODS COMPLY WITH NFPA 96 AND ARE U.L. CLASSIFIED. REFER TO HOOD SCHEDULE, DRAWING M-3 FOR MORE INFORMATION. NOTES OEXHAUST DUCT: 16 GAGE GALVANIZED STEEL, ALL WELDED WITH FLANGE AT THE TOP. Q18" HIGH VENTED CURB EXTENSION. 03 FIRE SUPPRESSION SYSTEM IS FACTORY PRE -PIPED. FINAL CONNECTION IS BY THE LOCAL ANSUL REPRESENTATIVE. THE SYSTEM IS PRE-ENGINEERED TO COMPLY WITH UL-300 AND THE REQUIREMENTS OF NFPA 17A. OHOOD IS EXHAUST ONLY. MAKE UP AIR IS FROM ADJACENT SPACES AND IS INTRODUCED VIA THE FRESH AIR INTAKES FOR THE A/C EQUIPMENT. 05 A/C EQUIPMENT AND HOOD EXHAUST FANS ARE INTERLOCKED WITH THE FIRE ALARM SYSTEM TO SHUT DOWN THE A/C EQUIPMENT AND RUN THE EXHAUST FANS IF THE ALARM IS ACTIVATED IN THE HOOD. 6OACCESS DOORS AT ALL CHANGE OF DIRECTIONS. UL LISTED FOR 1500' F MINI MUM, OGREASE HOOD IS AN EXHAUST AND MAKE-UP AIR MODEL. MAKE-UP AIR IS FROM SF-1 AND ADJACENT SPACES. ADJACENT SPACES RELIEVES EXCESS AIR INTRODUCED VIA THE A/C EQUIPMENT. BaAI R VELOCITY IN 16 X 16 GREASE DUCT, 2865 CFM X 144 SO. I N. /SO. FT. / (16 X 16) = 1611 FT/ MI N OAI R VELOCITY IN 12 X 12 GREASE DUCT. 1705 CFM X 144 SQ. I N. /SQ. FT. / (12 X 12 > = 1 705 FT/ MIN O10 ALL PENETRATIONS OF GREASE HOOD OR DUCT SHALL HAVE LIQUID TIGHT WELDS OR LISTED SEALS. 11 WRAP DUCT WITH A FIRE RESISTANT INORGANIC BLANKET ENCAPSULATED WITH SCRIM -REINFORCED FOIL. ASSEMBLE FIRE WRAP TO ACHIEVE ZERO CLEARANCE TO COMBUSTIBLES AT ALL CEILING AND ROOF PENETRATIONS. PROVIDE 3M FIRE BARRIER 15A OR VESUVIUS PYROSCAT DUCT WRAP GREASE DUCT FIRE PROTECTION SYSTEMS OR APPROVED EQUAL. 12 MECHANICAL AND ELECTRICAL CONTRACTORS SHALL COORDINATE THE INSTALLATION AND WIRING OF THE MELINK HOOD, FAN CONTROLS, ETC. SEE MELINK INTELLI -HOOD SHOP DRAWI NGS. OA TO GH-1 SF-1 SUPPLY FAN F-i EXH FAN GH-1 EA GH-2 EA EA M OA VF CT AI CA[ 1 I I i i i I 1 1 1 1 1 I 1 i i I 1 i -------------------- I 1 EMS HCU i 1 i - -=-------------- MELINK SYSTEM KEY PAD -------- i 1 I I I I 1 I I I I I I I I I I I 1 1 GH-1 GH-2 GH-1 AND GH-2 VARIABLE VOLUME HOOD CONTROLS F-2 EXH FAN MELINK SYSTEM SEQUENCE OF OPERATIONS DESCRIPTION & SETUP THIS SYSTEM WILL CONTROL THE EXHAUST AND SUPPLY AIR REQUIREMENTS FOR HOODS GH-1 AND GH-2. OPTICAL AND HEAT SENSORS IN THE HOODS AND EXHAUST DUCTS WILL TRANSMIT COOKING LOADS TO THE SYSTEM 110 PROCESSOR MOUNTED IN THE UTILITY CABINET ON THE RIGHT SIDE OF GH-2. VARIABLE FREQUENCY DRIVES (VFD'S) HOUSED IN THE HOOD'S UTILITY CABINET WILL MODULATE F-1, F-2 AND SF-1. A 1HP 208V VFD WILL CONTROL F-1, 1-1/2HP 208V VFD CONTROLS F-2, AND A 1-1/2HP 208V VFD CONTROLS SF-1. THE AVERAGE EXHAUST RATE SIGNAL SHALL BE USED TO CONTROL SF-1 AND MODULATE AC-2'S OA DAMPER. THE MELINK 110 PROCESSOR SHALL RECEIVE START AND STOP SIGNALS TO ACTIVATE THE SYSTEMIS GREASE HOODS. THE SIGNALS SHALL BE CONSISTENT TO THE STORE'S OPERATING HOURS. THE SYSTEM'S KEYPAD, MOUNTED ON THE RIGHT SIDE OF GH-1, WILL MONITOR AND DISPLAY THE EXHAUST HOOD'S PERFORMANCE AND PROVIDE A SWITCH TO OPERATE THE TIMED BYPASS FOR OFF HOURS OPERATIONS AND SYSTEM MAINTENANCE. THE HOOD'S BYPASS TIME PERIOD SHALL BE SET FOR 1 HOUR (ADJUSTABLE). START-UP UPON ACTIVATION THE MEUNK'S Ito PROCESSOR SHALL: 1) ACTIVATE THE GREASE HOOD LIGHTING SYSTEM, 2) INITIATE MONITORING OF THE OPTICAL AND HEAT SENSORS. AT THE START OF THE SUPERMARKETS OPERATING PERIOD THE MELINK 1/0 PROCESSOR SHALL SIGNAL AC-2 TO OPEN THE OA DAMPER AND SET IT TO THE MINIMUM SUPPLY AIR POSITION. MINIMUM OA SUPPLY POSITION SHALL BE EQUALED TO FIFTY PERCENT (50%) OF THE TOTAL SCHEDULED OA. OPERATION THE INTELLI-HOOD SYSTEM WILL RECEIVE SIGNALS FROM THE OPTICAL AND HEAT SENSORS IN THE HOODS AND EXHAUST DUCTS. WHEN THE COOKING LOAD INCREASES TO A DETECTABLE LEVEL THE MELINK 1/0 PROCESSOR SHALL: 1) ADJUST THE VFD$ FOR GREASE FANS F-1 AND F 2, FOR GH-1 & GH-2, RESPECTIVELLY TO RUN AT THEIR MINIMUM EXHAUST POSITION. MINIMUM EXHAUST POSITION SHALL BE SET TO FIFTY PERCENT (50%) OF THE TOTAL SCHEDULED EXHAUST. Z) SUPPLY AIR FAN SF-1 WILL INITIATE OPERATION AT THE MINIMUM OA SUPPLY POSITION. MINIMUM OA SUPPLY POSITION SHALL BE EQUALED TO FIFTY PERCENT (50%) OF THE SCHEDULED OUTSIDE AIR TOTAL. 3) 1/0 PROCESSOR SHALL GENERATE A 4-20 mA SIGNAL BASED ON THE AVERAGE EXHAUSTS OCCURING IN GH-1 & GH-2 AND THEN SEND THE SIGNAL TO AC-2'S OA DAMPER. DURING OPERATION THE 1/0 PROCESSOR SHALL PROCESS THE SENSOR SIGNALS AND SEND RUN COMMANDS AND SPEED REFERENCE SIGNALS TO THE VFD'S FOR FANS F-1, F-2 AND SF-1. THE VFDS WILL ADJUST FANS OUTPUTS BASED ON THE ACTUAL COOKING LOAD. BYPASS CONTROLS IN CASE OF AN EMERGENCY A 100% SWITCH ON THE KEYPAD WILL BYPASS THE SENSORS AND OPERATE THE FANS AT FULL SPEED TO 10 MINUTES (PROGRAMMABLE). THE KEYPADS FAN SWITCH SHALL OPERATE AS A TIMED BYPASS FOR ACTIVATING GH-1 AND GH-2 DURING OFF HOUR OPERATIONS. WHEN ACTIVATED THE HOODS SHALL OPERATE NORMALLY EXCEPT POWER WILL BE SECURED AFTER A 1 HOUR PERIOD (PROGRAMMABLE). THE 110 PROCESSOR SHALL MONITOR THE GRESE HOOD'S FIRE DETECTION SYSTEM. IN EVENT OF A GREASE HOOD FIRE THE MELINK'S 1/0 PROCESSOR SHALL SECURE THE SUPPLY AIR FAN, SF-1, AND RE -ADJUST THE GREASE HOOD EA FANS VFDs TO RUN AT 100% SPEED. EA Publix., SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA_ REG. 1 1881 SC. REG.7477 AL REG.623A TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG.16340 AL REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 5 1959 GA. REG. 277AO SC. REG.21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG. 28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG.19743 AL REG. 23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG.28079 COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO RE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF .PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, -COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5A4 * A4 V112707 DRAWING TITLE: HVAC HOOD ELEVATIONS SCALE: 1 /8 " = V- 0" M=5 of---A- -JAN-2008 10:24 xmwc P:\1200-l299\1245\1245m05.dgn ROOF DECK UNISTRUT TYPE SUPPORT - (WHERE REQUIRED) SECURED ROOF DECK TO STRUCTURE UNISTRUT TYPE SUPPORT STEEL 4'X4'J-BOX WITH 3�'C FRAMING STEEL - /A\ (WHERE REQUIRED)SECURED FRAMING TO PANEL SECURED TO UNISTRUT TYPE SUPPORT TO STRUCTURE � & STRUCTURE//\\ ROOF DECK 4'X4' J-BOX WITH 3/" C TO PANEL SECURED TO UNISTRUT TYPE SUPPORT & STRUCTURE ROOF DECK - A STEEL STEEL FRAMING FRAMING /A\ // \\ P u b I'lole SUPER MARKETS H-_ -------- - - - - ---- - - - - COMPRESSION CORD -- - ----- -- .S CABLE SECURED 1TO STRUCTURE. TO STRUCTURE. SUPPLIED BY FIXTURE COMPRESSION CORD GRIP FITTING UNISTRUT TYPE SUPPORT SUPPLIED BY CONTRACTOR. WHERE REQUIRED SECURED 4"X4'J-BOX & %"C i/s"DIA. AIRCRAFT CABLE SECURED TO STRUCTURE. SUPPLIED BY FIXTURE MFR AND FIELD CUT BY CONTRACTOR. fl ;--------------- ---- ;----�-----;-----I----- '---------g-1,------- %6'DIA.AIRCRAFT CABLE SECURED GRIP FITTING SUPPLIED 4'X4'J-BOX &"C. COMPRESSION CORD GRIP FITTING I ;;. =~ ;; - MFR AND FIELD CUT BY CONTRACTOR. TO STRUCTURE MTD. TO UNISTRUT FERRULES SUPPLIED BY FIXTURE MFR111-1 or TO STRUCTURE. SUPPLIED BY FIXTURE BY CONTRACTOR. MTD"TO SUPPORT & SUPPLIED BY CONTRACTOR. N' : � N' N N FERRULES SUPPLIED BY FIXTURE MFR TYPE SUPPORT & AND INSTALLED BY CONTRACTOR. MFR AND FIELD CUT BY CONTRACTOR. SECURED TO STRUCTURE AND INSTALLED BY CONTRACTOR. POWER CORD SUPPLIED SECURED TO FERRULES SUPPLIED BY FIXTURE MFR POWER CORD SUPPLIED 'Y' 14'-6" BY FIXTURE MFR. STRUCTURE i L AND INSTALLED BY CONTRACTOR. 14'-6" BY FIXTURE MFR. 1/1s' DIA. 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I DWG. E-10) _I I 1 F----- _ TO EMS I - - - - - q1�-----L}---------------- y - - - - - - - - - - - O 1 ------------ --------- ----- l --------- --- --- --------- ----- I - — - — - — - — - — - — - — - — - — - — - — - — - - - — — ---------- --- --- — -------- — -- ------ - 1 - — - — - — - — — - — - — - — — - — — - — - — - — - 1 ---- - - -------- - EM'i, i i ' I i ' 1 r ---- -- - ---- I � T� R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 4*10,1#I0t3�1� I I I1 71 a I I - I I D` , I � I V 5b I I , , , 1 I i I I - FACTORY INSTALLED H T X 7' S HOOD LTG, J BO S _ 'U' 1 ------------------------ --- -- ----------- ---- - ---------------------------- --- ---- - - --- --- ----- --- --- --- ----- -----1:_j-- - - - ----- --- -- --- ---- - -- - - - ---- - - --- - - ----- ---- -- ------ -- - - ----------- - - - - --------- -- - - --- -- - - -- ' - 1 I0(GR 11 L ,( I I- �'.r r1 -1 i i I -'G'] I ANO LTS. SEE DWG. E3 & DETAIL 8b, If0, � 1' i II 1 I 1 1- I I 3 3 �5b I I DWG E-10. (COORD. EXACT LOCATION) 1 I I 1 I I I I r� 1' i 'I 11 1 FACTORY INSTALLED Hb DILT . II I I 1 6 7 8 11 6 9 8 7 6 it 8 9 6 7 8 it 6 9 8 7 6 11 8 9 6 7 8 11 6 9 8 7 6 11 8 9 6 7 I I G 5a �j I I I I I J-BOX AND LTS. SEED I I - --- - -- ----- --- --- - - --- --- --- - --- -- - - ------------------------------------------------ --------------------------- - - -------- ---- - -------- ------ - - --- --------------- --- --- ------------------------------------------ ' -DETAIL-8*, DWG-€-10.. -- ---- � -- --- ------ b i LUMI A W ED FOR 'INBOARD' ND '0 T OARD' L IN IRE TO BE WIRE BOARD' AND UTB AR + - �'U' I 1 EMERGENCY CIR EXACT LOCATION) _ I I LAMP OPERA N. ALL CKT.s CONTROLED Y CON A TOR 'S Ll-2' I L P PE ATION. ALL CK .s N ROLED BY CO TACTOR 'SFL-2' 0 BE OUTBOARD I I I i 1 1 I I 1 , I I ARE O OPE TE °OU BOARD' LAMPS (C00 D. WIT PANEL L A ERATE "OUTBOARD' A PS (COORD. WI �, I 1 1 I I I I SCHE ULE - P. FOR ALL 'R5' AND 'RR5' TYPE FIXTURES ;Yc` SC ED LE) - TYP. FOR AL 51' T PE FIXTURE �- (TYP. FOR GOND LA ARE ). 13hI , ~ I I I I I I 1 1 %£; , . SFL: Q1 1 u 1 17 1 II - - - - - -- ----------- 1 - - - ------------- ------------- --- - --- �' -- --- --- - -- ------ - -- - ----- -- - ------ --- 1 - -- - --- ------ - -- -- ----------- 1 ---- -- - ------ ��-------- -- - --- 1----------------------1- -- -- - 3 1 - - - ---- ---- -- ------ I I I - -- -RR5 ----- --- --- - ------ --- --- --TR5 ----- - -- ----Rg - -- ------ -------------------- -- R5 R5 - R� R5 4#1 ;1 R5 - - R5 - 1R5 - -R5 R5 - R5 R5 - R5 R5 --- R5 4ttl�,l � I --1 i 1+ REL C T- - _G , , I I I I I i I I I i (SEE DET 1:1I I 14 16 I I I 11 II 48a 10) I I 1 1 1 I I I I I I II 3 I 1 I II m , --- --- - - - -- - - - -- --- - - --------- ------ - -- -- - ------ --- - - -- --------------------------------------------- -------------- ------ ------ -- ----- - --- ---- - -----U-15 ----- -- - - - - - ----- -- ----- ------ -- - --- ------ --- - ---------- -- --- --- ----- ----------------- - - - - - - ----------- - -- - ------------- --------------- - - -----------1 -- ' - ------------- - ----------- - I I -- -- --------- --- --- - - - - II 1 ° 1 ® I 1 14 18 14 16 14 18 14 16 14 18 14 16 14 18 14 16 13 17 13 13 17 13 15 13U17 13 15 13 17 13 15 13 17 13 15 I I 1 1 1 I 9 7 R5 ! 1 1 I I I 11 11 1❑ I 1 i I. I 11 ..*1, 1 I i I 3 ❑ I I -_' - --- - - - ------ ------------------------ ---- - - - ---- -- -------------- - - - - ----- --------------- --- --------------- ----------- ------------- - ----------------------- ------------- ----------- -------- --- - ------ — -- -L ----- --- --------- -- - -- ----I--- ---- ---- - - - ----- -- -- -------- --- - -- ------ -- - ----- —---------- - - - - - - - - - - - - -- ------ - - - - - - - - , -- - - - - 1i - T -- -- -- - - - - - - - --- - 1 I�1-7 9 -C I I I I I I 11 l - G, ,G, l I S+rlg, I# 10 (G �- a , 1 I 1 11 I I R5 R5 R5 R5 I R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 R5 4a I I 1 I 1 ' , ,1 #IOtGR I i----------------------------- --- ----- ---- --- - - -- -- - - ----------------- - --------------------------------------- --------------------------------------- --------------- --- ------ ----- --- -------------- --- ------ ------ --- --- ----- ----- -- -- ------ ------ -- - --- ---- -- ----------- ----- --- --- --------------------------- -------------- - --- - - -I----- ---- -----------------------I --I 1----, ' - II -- ---- -- - - --- z lg i -- ----- I 1 I -- - - I 2 SFL-10---1�, I 1 I I - -- I, 1 11 10 R5 ( 1 ( I ' J#10(GR�- I II - i 1 i I 1 ' I ' 1 I 1, ' I 1 1 I I I 1 9 7 10 2 10 6 10 4 I 10 2 10 6 10 4 10 2 10 6 10 4 10 2 I 10 6 10 4 10 2 10 6 l 10 4 10 2 1 1 1I I' V❑ V = 3 I i - - - - - -------- -- -- ----- -- - --- - - - - - - - - - - - - - - - - - - - - - - - - ----------- --- --- -- - ------ - -- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- -�E-----+- --�} -----------i- i i - - I ----------- - - _ - r - - - - - - - - - - - - --- -- ' --- ----- -- -- +12 0' I I - G L MIN IRES TO BE W INBOARD AND 1 MERGENCY CIR UIT I 'L"I (D SEE DWG. E- OCATION _ A.F.F. I I IET 1-4C#18SH. PERATION. ALL[ CKT.s ONTROLED BY CO TACTOR 0 BE OUTBOA 1 I I OF PHA CY U IRES L, I I I 11 11 TO EMS V❑ V❑ 'M' , 'S Ll-4' ARE TO OPERATE 'OUTBOARD" LAMPS (C ORD. WITH (TYP. FOR GONDOLA AREA). 1 i 1 I 3 P NEL SCHEDULE) - TYP. FOR ALL 'R5' TYPE FI o`L ; I I - _ �:: I ,G, - - I - ----- - -------------------------------------- - - ---------------------------------------- -------------------------------------- ---------------------------------- - --------------------- -- --- -- - - ------ ---------- I ------------------------------------------------------ --- - ------------------ ---- I ------------------ --------------------------------- -------------------- -- - - - --- --13 - -- - - -- ---- -- -- - - 1+ 11 --R5 �, a 0 3 I VQ�------,------------I - 1 , - T13 3 a >,> I 42 4 42 40 42 4 42 40 42 4 #I0.1 ` S� I G, G, I , '�, SEE DWG. E-2 FOR I I I la 32a 12'-0' CIRCUITING OF DELI fir` _ I I 1 la - 32a 13 � i A.F.F. 1 38 R5 38 R5 1 38 R5 38 R5 38 1 R5 38 R5 4 38 R5 1 38 R5 38 R5 38 R5 I AND BAKERY LIGHTING _ - ____ _ 'r _ _ - J P #1251 oI 1 I I I --- ---- -------- -- - ------ ------------ - ------ ------------------------------------------------------- - ------------ ---------------- --------------- --------------------------- --------------------------------------- ---------------------------------------- -- -------------- ---- - --- -- - ------------- --- - --------------------- -- - - - --_- ------------- - -- --- _ - -- a, T11 I I E_1 U ��/ _ - - 13 1 , --- - - - -- - M - - - la I 13 lb312 1T13 J X 9 I I I � +12'-O' 11 , -__'%� D4 i--i ,V, IV, I I 10a 17 I 7 22 5 X, m �. I - --- --- -- ------ -- -- ---- - -- ----- - - ----- I -- ---------- _y _ I -- d� I I - - - - -,�� - 1 Tl I -- 10 10 ]0 10 - -_- 10 10 2u�0I ti , / 13 D4' 11 1 1 - I 13 r 1 M RGENCY I U T 1 ( ' ( - - - V' V' 32a 32a - i a Tll 2 I 20 R 0 BE INB 22 R5 20 2 5 20 R 22 R5 OIV,` T7' TYPE LUMINAIRES i �/ D4' - _ _ _ _ - - - - - ❑ ❑ -- - -- - -- - -- -- - - - - 1 - --- - A M A ---- - -� -- --------- - -- ------ - - --- - - - -- ---f- - - - - - -- --- -- --------------- -- -- - - - - - - - --- -- - - -- - �� - - - ------------------ - / ( TO BE AIMED AT CAKE I T13 r I '�_`1 � SEE DWG. E-2 FQR � I DISPLAY CASES BELOW r�� 4 - - - - - ( V713 32a 9 R ( R 24 1 24IL 24 24 I ;yA LIGHTING REQUIREMENTS 24 fir^ / 'i/ 4 13 13 K I 1 OF CUSTOMER S RVICE �, . CIRCUIT SFL-22 /I D4' I 32a 32a �I I 23 R5 5 22 IJL2L 2 I -- y CANOPY R5 22 SFL �11 ,�`v� TO BE OUTBOARD I // iy/ 1 4 Ti I \ O- - N 1 13 --- -- -- ----- ---- - ----- ------ ------ - ---- --- --------- -- --- --------------- -- - -- --- ----- -- ----------- - - r-------------------- --- ----------------- -- - - -- "-1�°----------------- -- I ------------- ------------- - - ----- ------------- I --------- - - ---- - -----------1 -------------------- - I - ---- -- ------ - �L y - -- -- - ----- -- -- - - - --- -- -- - -- -- - -- -- - - - - -- - - - -- - -- -- - - - - - - - -- - -- - - - - - ---r - 3 - -y/3 - - -- - 3 - - -- <P' 17 4/ / I zv I _ _ 1 13 i Tll 9 I _ _ - EM"� �., I EMERGENCY CIRCUIT �' 1 1 _ _ _ _1 `� -1; 1 ' _ 8 c E E � =___�;�,�­,;--X� ' 8 2 IB,1#101G� TO BE INBOARD. / i/ 'D4' 3, - - - - -' ct 4 I II - - --- 7 21 RS 2 R5 21 5 31 21 R5 ti I / // - it 1 1 , I 11 I I �11 13 32a 32a 32a ------ ----- ---------------------------- - --- - ------------------- - >�------------------ - -- ---- --- -- - - -------------- - -- --- - -- - ---------� -- ----- - - --------- -------- J-11 -- - T13 2 -- -- ------ - ----- I ----- --- ------------------------ - ------------------- -------- ----- ---------------- --------------- ---------------------------- _ _ _ _ I --------------------------- -- ------------------ - - - - 3,Ig�1 101'� I --r-rr -- - -15 - -11 'E)4 - -- - - - - - 4 -- -- - I r 1 # , // 11 13 13 G, G, 1 ' �i _ - - - _1 � SUPPLY AND INSTALL 4 12-� C TO C NTROL CONTACTORS 'SFL-1 & 1 � 18 R5 1 „ 18 R5 ��, I i r� 'D4` 'D4' I 13 �, 4 ( I R5 1 ONE (1) 20 A. 1 POLE SWITCH 'SFLI-1' (SWITCH TO BE P&S #1251-I WITH WP +10'-5/2 I , +10'-5/2 WITH 30 MINUTE TIMER 'IN USE' COVER) TO CENTER 20 X TO CENTER Ii % ` - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - _ 1 1 _ _ _ _ _ _ ----20 ------------ SF -18• K -- SWITCH CONT 0 LING CKT. 6b -- ----- -- ----- ----------------- -- - -- --- ------------------------------- ----------------- - --------- ---------------- - -- ------------------------------------ ---- ------ ---- - ------------------- ------------ --------------------- __---- - ------------ - -- - - - - - - - - - - - - - I� 'f)4 - -- - - --- - - - - --- - -- -- i 1 17f 18 R6 18 R6 18 R6 1B R6 18 R6 18 R6 18 R6 I 1 18 R5 18 R5 ! ----------- - 3#10,1#1� SRALL BE IAN�AR11 TOGGLE SWITCH. I - - 1 X --___� SEE SYMBOL ISC�iEDULE. - - 1 I G G 20 20 20 0 1 20 20 _ - F - ---- --------------- - - - - 1 6b 1 / 1 , = = = - T-1 1-4C#18 H. TO EMS FE1 F i ___ -- E1 __ _ - - - — - — - - — - - —----------- I 32 ------------- -- ------I —---r-- - - - - -- _17b +�,---- ------ - i '- ,-_--------------------------- -- -------ii -----------I -- - ----- � 6b 6b 4 4 4 ---15a -----I -- - -- - ----------- ------------- ----- - ---------- - - - - ----------- - - - - - - --------------- ---- -- - ------------- - -- ----------- - ------ -- - - -- - 13 ------ -- ---------------------------- 0s ---- -- - - --- 32d--'RR"-- - 5------- ---- ------------- -------- ---- - --------- ----------- ------------- - - _ - _ --_ - - - - - _,_ _ _ _ _ _ _-_-_ - - -- _ - - - - - --_-- - - - - - - -- - _ _ - - -----____--______-------- ----- - -1 - - - - - - -- - -- - - -I - --- - -- - -- I - 'G 'G' 'G 'G' I I 17f 32 I 1 17b I _ Ill— ----_-- ___ _---------------- - - - _ p�'2 1 156 1 17d 'G' 17d1 I H I H I L-------------------------- pi �ti1 1 OHH' 106 ,H 0� 17' H 1 H 10a'HH I 1 I I 32d--- G' J g17o 17a - - - - - -- ---- 11------------ I- II �� I M " I 5a I - — - — �- I H H, I 1 H, H, H, H, H, H, H, III H, H, H, F� I I — - I P �0 V ,V, - — - — - — - - - - " 17c 15c - -- ------ - ------ -- - - --- ------------------------- --- - - - --- - - - -- - --- - ----- -----------❑ - ----- - - - - - - - - ----- , - - --------- --- - - --- ----- --------- - ---- -- ----- ---- - - ---- -- ---- ------ -- --------- -- ----- --- ---- --- - - ---------------------- ------ - -- - -�:- --- --- --- - -------------- - --- - - - - -- - - - - - - - - - - - -- - -- ---- - - -- ---- - - --- - - - - - - - - _ --- -- - - - -- I- 1 ---- - I Ili i 1 t 6 �6a - 4 - -- - - 4 - - ❑ I ❑ ❑ a I I T i l 11 10b 10b I I 10a 10a - 'G' ❑ ❑ 'G' 'G' l 1 32 32 32 32 � 7 � I 'G' 'G' II I = 1 117e,RR I 17d 'G' I GG' 17c I 1 JH, H, i i H, H, H, H, H, H, H, Ali H, ,H, ,H, I,H,' i II HH' 'HH' 117a' I HH' HH' I - V, ,V, ,V, m I - - - - - - I I I ' 'o' 'EB' 'EA' I ' G 15a I X' 1 I III , I ❑ ❑ ❑ - _ _ IIIIIIIi I I 1 -- - - - - -- ---- S--------------------------- -- ---1 ---------- 1------------- ------ -- -- �---- ---I -- --- - — - --- — - - -- —------- - - --- — --- — - - — -----_----�(--- — - - — -- -� - — --- - --------- ----- ----- ! - - --- __--�___� __' ---- ----- - ----- B -------------------------------------------- ------------- --------------------------------------- ---- -------- - - - --- --- -- I 1 J J J 20 J J 26 3°12-�'C TO ' ' NOTEc bWG. I 20 2 I ( l YY, 23 23a I 24 I FAN F-5 ON ROOF '3 'EE' 'EE' EE' 1 VERIFY USE OF ALL SIGNS WITS SEE DWG E-5 & DWG E-10, I I I EE' �gti 23a I ,EE, 23a 1 'YY i SITE FACADE AND COORDINATE I DETAIL 2 - ' 1 28 'EE' 28 I 28 SEE' 28 26 'EE' 1 28 EXACT LOCATION OF SIGN J.B. SEE E-2& E-15 FOR EXACT ! I ! 1EEl AND LED TRANSFORMER WITH I II I I 1 23a 23a 1 I PUBLIX REP. (TYP.) I 1 , �- VERIFY USE OF ALL SIGNS WITH I I , I L O C A T WIN N O F SALES I F L O O R I I I SITE FACADE AND COORDINATE I I I ' - - ----------------------------------------------------------------------------- EXACT LOCATION OF SIGN J.B.---------- \_ AND LED TRANSFORMER WITH PRESTO SIGN BY PUBLI?'� TO BE ON I VERIFY USE OF ALL SIGNS WITH I i I PUBLIX REP. (TYP.) 24 HRS.PER DAY (VERIFY LOCATION) I L U M I N I A R E S SITE FACADE AND COORDINATE I CONTRACTOR TO MOUNT'J.B.ABOVE I I EXACT LOCATION OF SIGN J.B. I I N-OTEov CEILING AND STUB OUT FEED FOR PRESTOAND LED TRANSFORMER WITHSIGN AT 7'-O' A.F.F. t O 1 � PUBLIX REP. (TYP.) O O 5 O BASE CANOPY IIGHTIN ESIGNo 6 PHOTO CELL SUPPLIED BY CONTRACTOR TO CONTROL SEE SITE DRAWINGS FOR SITE CKT. EB-23a (MTD. ON PARAPET WALL) SPECIFIC CANOPY LIGHTING DESIGN OCCUPANCY SENSOR LEGEND: SUPPLIED BY ELECTRICAL CONTRACTOR SYMBOL MANUFACTURER /CATALOG # APPLICATION & NOTES WIRE PER MANUFACTURER'S RECOMMENDED METHOD. $0s HUBBEL CAT. :3 IWSZP3PI. ADJUST SENSITIVITY FOR OPTIMAL OPERATION. AOJUST TIME DELAY FOR 10 MINUTE OPERATION. WITH MP POWER PACKS (MP-120A) AS REQUIRED. OS OMNIDT2000 MOUNT AT BOTTOM OF BAR JOIST. SEE TYPICAL WIRING DETAIL 22 ON SHEET E-10. CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIXCORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT- FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG. 7477 AL REG.623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 5 1 959 GA REG. 277AO SC. REG.21754 AL REG.24905 TN. REG- 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43089 GA REG.021246 SC: REG. 16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG. 111302 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG.54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108036 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. _ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES 1AN f 0 2008 PLOT DATE: 10 JAN 08 REVISION DATA: #12•�5 REPL. #03 O 9 ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4,4 V112707 DRAWING TITLE: ELECTRICAL LIGHTING PLAN SCALE: 1 /8 ° = V- OB IF APPLICABLE. 10-JAN-2008 10e16 xmwc P:\1200-1299\1245\1245e01.dgn _F of 17 CAVITY OPE CESS I I I V / I I I \ I L=7La 11 i - 0 _7 EMT TO J -BOX 2" ELECTRICAL JUNCT N (SEE PLAN) Pubi Ixe WALL BRACKET BOX SUPPLIED WITH ALL EMT TO J-BOX �� L, - . ASSEMBLY - (DIRECT END) POWE FEED - (SEE PLAN) II FLEX. CONDUIT OR MC ,to MTD. INSIDE CAV Y - SEEI L13L `WB . t:BL: #RE------ '"' , CAVITY OPEN AT TOP FOR II FROM RESPECTIVE CKT. 11 `, SUPER MARKETS • ISOMETRIC VIEW BELOW _ _ _ ACCES. FRAMING OMITTED I REMOTE TRANSFORMER TYPE 'R' TYPE 'R' qI - - - - - FOR CLARITY i till-----------� # 1 LUMINAIRE LUMINAIRE LBL TRANS-RMTE-301 MONORAIL SINGLE CKT. TRACK MTD. INSIDE CAVITY ' \ TELESCOPIC RIGID STANDOFF I IS TO BE FIELD BENT TO ` \ CORPORATE OFFICES, FACILITIES DESIGN WITH ROTATING HEAD INSERT I I FOLLOW THE CURVE OF THE - I \ 1 -�l FLEX. CONDUIT OR MC I BOX407,LAKELAND,FL33802 LBL HANGER-ADJ-SC-3 I SEAFOOD SOFFIT. � �• CABLE FROM XFMR 1 (ADJUST TO 12' LENGTH) (3) PIECES) LBL#RAIL-ST-SC96" V__ OUTPUT TO J-BOX 1 {863)6805295 ' ' `\ 3300 PUBLIX CORPORATE PARKWAY, LBL MONORAIL SINGLE 2°ELECTRICAL JUNCTION LAKELAND, FL 33811-331 1 CKT. 'JELLY' TRACK FLEX. CONDUIT OR MC FLEX. CON UIT OR MC 1 � PENDANT LBL CABLE AS REQUIRED CABLE AS REQUIRED BOX MTD. INSIDE CAVITY 1 1\ Lill > #HS319BU1A35MRL REMOTE TRANSFORMER ' t LBL #TRANS-RMTE-301 WALL (DIRECT END)POWER i FEED LBL #REMOTECNPY-WALL ' PUBLIX FACILITIES MTD. INSIDE CAVITY DESIGN DEPARTMENT (SEE ISOMETRIC VIEW) i ` 1 � I 1 />s. I \ 114 > DAVID TAULBEE AIA ` - LBL MONORAIL SINGLE 11 )II ARCHITECT -FL REG.9t3t8 / i CKT. JELLY TRACK ,, III /// III I PENDANT LBL `11 ` - I) DAVID ROBIN, AIA e `` i _� 1 I � 1= - - - -[ ARCHITECT -GA Ill REG.I 1881 �` - - -)I #HS3196U1A35MRL \ 1 - I i t - - - i � SC. REG. 7477 - - -,, 7'-O" TN. Ill 03497 2 SE�IFOOD TR�C� �TGo AL REG.6234 E-2 N.T.S. 1 JOHN W. KITCHENS, PE MCAT L T G. LOCATION CIVIL,STRUCTURAL_GA. REG.0202 LOCATION SC0 FOOD LTG. ��� I ----------- ---- ---------------- ---------------------- 3 SC. Ill 63AO 1 -------------------- 382 E-2 N.T.S. - - - l '_ _ - TN REG.2015 TN. REG- 101507 E_2 N.T.S, PAUL C. HARMAN, PE I I I I I I I I Q STRUCTURAL-FL.REG.51959 :: I 0 SC. REG.21754 a --------- ----------------------- --------------------------------------- ---—------------------------------------- - - ----------- - — — - — — - — - — - G AL. REG.24905 - — - — - — - O I I I -- r�� r/r/7 l I- i I 1- i a i TN. REG. 107882 I �// C; /,I C/ I , - I I _ _ _ - - - _ I I� JOHN J. CARAMALIS, PE I I I I I I -_ l`_' - I - 1 GPI L/1 I i MECHANICAL- F L REG. 438 9 I 8 �iri / /n n/rirriirin /r//ri/7 GA. REG 02 1246 _ - -- - +-------- xSzrc[rdrrlrrrrzrrvri---------------- ------------------- �iorlr,iz Z,;uiarrrr�----------------- ----------------- -- ----- - -- -- ---- _= -- - - - - REG.10581 1 1 1 I I I = - _ _ _ _ _ _ = 1 AL REG.20581 I 1 , , 1 i TN. REG.108507 I I _ ANTHONY CLEMENTI, PE 81 1 ------ --_-_-=-__-_- I -- - - - - -_ ------ I -------_ --------�-----I--- _- - - _ -__-------------- -_-- - --_ ------ 1%�---------------- 1 Giv�u�Liiriuiailr-------- MECHAPIICAL'GARGfL REG, 547 31882 -------------- ------------ - ----- --- ----- --------------- - ---------------------- ---- ----- -------------- --------------=-------- - --- ::--- ----- ----------------- -------------- --- --- ----------------------------- ------ - --- --------- ---------------------- --- ---------- 1 + I _ - - Gitrt�rrlrrr�urmtr� �- - - - - - - - �- - - - - - _ - _ - - - - - _ _- I= _ _ _ _ - _ _ --- -+--- - _ _ --- _ -� irir�irrrart�r�rc�- +---- -- -----------+----------------------- ---------------------------------------- --- ---------------------- ---------------- --------------�� - -- - 25591 I = I = o I = - - - - - - - - - - - - - - - - MM ,L/ rLiud SC. REG, 25591 ------- B— —I-- --- --- ------------------- I ---------------- --- —� LREG.28469 A a - - -- - -- - - - - - - --- - - - --- - -------------------------------------- � ---------------- - _____ -====1==-- =_------------------ -- - - -- - - ----------------G TN. REG.111382 1 RAYMOND J. SIRIANNI, PE I - - - r t - - - - I I I - - - - - - - - l ELECTRICAL - -- - ------ ------------------------------------------------ ----- - -- -------------- - -------------------- - --------------------------------------------------- - - - ----------------------------------------- rmumj❑------- --- ----------------- ---- ------ ----------1- --- ----------- - --------- ---------- - - r/7/7 I FL REG.54085 - -- 4 - t�i/v/1/tt//t/L!/U/La / _ _ _ 1 _ _ I REG, 19743 ( 1� I - I - - - - - -- �� t'/i%I 1III — I --------------- --------------- GA. REG.025636 - i - I - I - 1,- I - I - I - - I - R' I� I - 1 - - ( I - 1 - I - 1 - - I ---------------------------- 'F' I\ _ z4 - - I I _ i - 1 - 1 _ SC. - I _ I _ I _ I I _ I _ I _ I _ I _ I I\ _ 1 _ I I_ _ I _ I _ I _ I I_I]= � I I I _ I _ I _ I _ I - AL REG.23065 "C' I °MONORAIL TRACK' IS TO BE 'J` , 1 LUMIPARIES TO BE MTD. I is I i TN. REG. 108038 1 ,B, i� 1 OOLER AND AIMEDnOFqL,LOWH ,H, la I I _ _ NORMAN MEIER, PE -- - =---- ------_---------------_--------------- ------------- '--------------- _--- ---- ---- ------ --- _-------- -----_ ----- -_ ----------- ------------ --- ---------- ---------- - ABOV CURVE D FN TIE 0 0 D- T- E-------- ----- --- -- -- ------ -- --- ---- -- --- _ - ----- --- - a 1 + a I a - - - - -- - - - - - UPWARD - - -�� - - 1- 1 - - I I - - + -i-- - - . I _ 1 _ I _ I _ I 1 _ 1 _ I _ I _ I _ I I l'- r `"' l �-- P` i - i - _ � _ _ \ 7-I-- -I I r - I - I - l - �` f - T -" - - ELECTRICAL - FL. REG. 59422 \ -I _I I- -I _! _I I _I =-SaFFI-T-(T`(P. C�R,;,(�) -EUS __I 1`� I I I -I -I _I _i r A' I _ _ _ _ _ _ I � '\ - - - I - - I - - GA. REG. 31492 ----- --------- --- ---- - -' --- -1N = =Rf __--===='Fir =-_ _ 'R=_=====R- SFL-3`� SC. REG.25290 I I 11 ��=------------------- I- --1--- __ e -- -- ------ AI. REG.28079 ---------®---------- ®----------®-- - - / --- - -- - --------- ----- ---------------------------------------- - ---- ----------------- - --- ---------------- -------------L------- f-----r------� ---- - --- -- --- ---_ = - -- �4TYP �- - - ---- - - - - -- - - \\----11------------------------------------------ ------ -- - - ----- I -- - ------------- - - - --------- - ---- I -------- --------------- - -------------------------------------- I I , 11 �/ L = - _ ��� _-_ --- - ----- - - - --�-- - -------------- I - ----- - - ------------- --- - - ----------- ----------------- - --- I ,,,/ � I H 1-13y, LUMINARE TRACK TO i I ,'181 . I TRANSFORMER \ \ Q 11 BE MTD. TO JOIST AND i I I I ___ __________ ______ __ ______ ____ _ � \\ I I I AIMED AT DAIRY SIGN I - -'T10' 'T10' 'T10' T P. FOR SECTION - Lll cv I SUPPLIED BY QI Ot ,P1 1 �� 17'-6' � \ \ C SUPER -- I cv AND 2" J-BOX � `\ PUBLIXSUPERMARKETS,INC. ----------'------------------------------------------ ------------------ - ---- --- -- ---- - - -- - - ----- --------------- -------------------- ------------------------------------------------------------------------ - --------------------------- -. ----- ------ ---------------- L M-T _AIRE _l3E_uB _b_ffMEB- c---------------------- -------------- --- ------------------ - ----- - - - - - ---- ------------------ Q1�D)'IlL----------------------------------- \ 2 - THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY I+ O1' '01' 14"-P1'- I 1--------- -------------- --- - - - - ---- U ----- ------------------------ - ---- -------------- --------------BL(LI ` NtANE L"�i tSi ALt[ B-D I OF PUB[IX SUPER MARKETS. INC. ANDA MEAT CASE BELOW GENERALLY cv _ _ _ _ _ INDICATES L GHTING _ BY ELEC. CONTRACT R 5'-0" _ _ - _ - P1, _._._ __- WRITTEN OR REUSED FOR ANY SPECIFIC BUILD SHALL OTR ------- P1' S - - - -- - I -- ---- 1 I- _-- _ 1 I__--_-_-_ -_1----__- _------_1 I------__� i---_-__ 1 I___ _�N_DIfiATED. I_ ___ I I ___-IONNECTOR (#S ONNEC-TDIS�-M.1_ I-----_- --__--__ Y1/1/L/LUU�/� �' WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE I � I t I - w I I AKTSL-WH 1 DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF I I Il9 I I `, , I `, , \'' I _ `, , I '' , 1 I PUBLIX SUPER MARKETS, INC. ------------------------------------------------------- -------------------------------------- --------------'------------------------------------------------------------------------- ------------------------------ JOINER ----I �- ----_ , -- --- , ,------------------------------------ / -•- ------ ------ i THE DOCUMENGS DOES; TOTETHE BEST Of MY KNOWLEDGE, I If i I ( I `- I 'P1' INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE II (1 AKT12-WH & MINIMUM BUILDING CODES I I 1 I I i2) AKT12-WH WITH Ol' Q0 1 I (10 01 TY E Tf{ZAC HEA S ER ENGTH Ql r' a - - - - --- f-------- --------- - -------- - --- ----------- - - - - - ---- --- ----- --- ------ -- ---- -- ----- - -- - ---- ------------------- - -------- - - ------ ----------- - -- - -- - ---------- - ------ - - ----- - - - ---- -- ---- -- -- - HE -cE GTH - - -- - ---- - - --- --- - - - - - - - - - - - - E -- T� -0 r r r- I r f I r r r I f r r r I r t- r r 11 r 11' -0" ti 7 ti 1 y y ti I y / I 7 y I y ` y I . y `\f 7\I I NO PRO U CK LI y TING I I / !), !1 ly iy !') !`\I !l l/i !) !) !y !)\ !} !y !') !\) !\) !}„ I� 1) 1� I� l l l C1 I) 1) l i) 1) 1) I) I) 1) 1) TOTiL MTD 14' 6 .F.F (I�P.) 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C1 I Fc,� I I i LIGHTING PLAN I I 1 FOR (3) TYPE 'Tt0' LUMINAIRES) , � 1 ��' i , , I I - - %%% 1 - - ' I %%%/ I - - ' I - - i/% /, I I i ' ' 1 /, I I // I I // I 1 Y//i� I I I Y /' I I I Y /ii� I I 1 , I _ _I ttiul -- I I . -1 uiva -- I - - I uiva I - - I , I I I� I I 1 I I i I I I ; I I ; I I 1 SCALE: 1 /8 "= i I- 0" - I , I , , , I1------- -------------------------- I ------------------------------------------- I---------------------------- I I I ' , , 1 1 , , , I I I I I I I 1 2 3 4 5 6 7 8 . of 17 10-JAN-2008 10.15 xmuc P:\1200-1299\1245\1245e02.dgn c V1'o'X® SUPER MARKETS -------------------------------------------------------------------------------------------------------------------------------fl----------- - - - - - - - - - - - - - -I- - - - - - -- ' CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 i I if (863) 680-5295 _ J i______J I ___-__j f_-___ J, r � I 4 1 I CONTRACTOR TO INSTALL 2' PVC SLEEVE AT 18' PHYSICAL ADDRESS: TRUCK - 3300 PUBLIX CORPORATE PARKWAY, SUMP PUMP WP A.F.F. TO ACCOMODATE CONTROL WIRING AND (VERIFY --EXACT,------- ��� SEAL -TIGHT (PROVIDED BY MANUFJ - SEAL OFF NOTE. -ALL EMPTY LAKELAND,FL338113311 LOCAT )____' SLEEVE AFTER INSTALL - REROUTE CONDUIT IF CONDUITS SHALL -- - ---- E FLUSH �� WALL IS RATED AND SEAL OFF PER CODE. HAVE PULL STRING AND BUSHINGS. ----- -- --- ---- - _ __ ____, � _ _ 1 �__ _1 PIT � DOCK LEVELER MOTOR PUBLIX FACILITIES 3% 112 BELOWWTOP 0 PIT ° WALL. DOCK ��` RATED SWITCHES WITH „--- I -----I -----1 CONTROL CABINET BELOW MPACTOR MAX. OF THIRTEEN (13) - 4' P.V.C. (SEE ------ ----- ------ ♦(MOUNT SW. 5'-0' A.F.FJ DEOD 1 ' _ 080R - RISER DIA.) CONTRACTOR TO VERIFY DESIGN DEPARTMENT - _ - - - -� FAN MAXIMUM NUMBER OF ALLOWABLE j ♦� i CONDUITS BY LOCAL UTILITY CO. AND DAVID TAULBEE AIA TRUCK �` - #1 ♦ - - MODIFY SECONDARY AS REQUIRED. ARCHITECT - FL. REG. 91318 _IT ______ _______ ' I ______ 'tom___; W ^-- ��� ALL IN3/"C I I FUSED DISCONNECT _ _ - - -------______'- ______ ------ ---� ` DAVID RUBIN AIA W___-_' ______ __ ____ _ SIZE BY MANUFACTURE'S CONDUITS, TO BE -' �.%'10 `� i I RECOMMENDATION ( N I I GFI I "1Z N OVER EAD ///���UTILITY TRANSFORMER SHOWN ARCHITECT - FL. REG.92557 N / HERE IS PROTOTYPE DESIGN. GA REG.7477 30/2✓WP ♦12-"Ca1�.�` -- ------ ,1 -10rO f O SC. REG.7477 BY F.P. ELECTRICAL CONTRACTOR TO SEE AL REG. 6234 — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — — - — - — - — - — - — - — - — _ - - — — — - — - - - — — — - — - — - — — - 16 — - — — - — — - - — - — - — - — - — — - — — - — - — - — - — - — - — - — - — - — - - — - — - — +6-8•- — - - - — — - — — - — - - — _ - — — - — - — — - — - — - — L UTILITY PLANS FOR EXACT TN.REG.103497 - — - — _— _IF-- --- _ - - -1— - - - - - — - - I- - - - — - —1- - _ — _ -_ --- - - -- — — - - _ -- _ - - - -- _ - - — - =1 - - _ -_ — - - -1� -- -- - -- 11— — Ail - - — _ = _ _ __ ---_ _ _ _ _ _ __ _ _ _ _ _ - _ — - - — - _ _ _ - - _ = - - - - — - — — - — - — - - — - — - — - - — - — — - - - — - - — - - m - - - +tg d C ♦ COMPACTOR MAIN O1ST BUTTON UTILITY L�iOC TION FOR BIDDING AND u n n n n II n n u 11 11 11 n u 60/3+3 n 11 u u n _ u 60/3/3R ,m1` CONTROLS _ _ , 1" PVC ALLATION. ELECTRICAL JOHN W. KITCHENS, PE I0 Q 0GFI PAN L m METER 11 11 n 11 1 11 11 11 „ Il H n 11 11 tI D-1 11 n iI n n n ' N.F. '1m , --- - _ CONTRACTOR TO COORDINATE CIVIL/STRUCTURAL - FL. REG. 45277 I n n u u n n 11 u u u ♦ F1 1 11 n n u 11 I T` N I 25 cF ( ♦ �? seis I _ -- _ I I _ _ _ _ _ m 6'� c? ��I I I v.6 D- ffTnEA now - i _—_-- ALL UTILITY REQUIREMENTS. GA. REG.020251 3-f-ly ♦ y--------y--------y------- ---STUB=UPARE�T-------y-------- PE-13o -�1 - ---- - _ j I--------------------------------j�-- - - - - -------------------------------i------------------------�-- F/A POWER SUPPLY I 8 1 P`1 FOR PANELS I yl e O 1� OFl I GFI I 3 5 p-21 r' - I ---_-_ -- --_a_-_ AI. REG.20 82 T02PR)I IDEC�'OFLEX CONTRACT 1/, j` ROOF MC2 ON IG C �, ---- -- ----__-_1--__--__-- + '� ,�S �2_C TOCOMM'BJ �� - _----_-_ 7N.REG.tot5o7 TO POWER SUPPLY % "C� +4e• I 96 rC cEMs'A') , I s 4• P c PAUL C. HARMAN, PE 1 COORD. EXACT MTG. - _ - _ _ - _ E.STRUCTURAL - FL REG.51959 j 13-2'PVC ♦ OF E.D.F. RECEPT. �`16 I ELEC. CONTRACTOR T MAINTAIN m' +e�• GENERATOR GA. REG. 27740 0' _ _ j E ST T STACKER COM i,5� _ `� DETAILWITH 6, E-10) I g BER (SEE VOPoUI D BYARMANCE ASNfP 0-OW26 ti +7rATs oars EMEM`E M,DP.SMNT TRIP P.B. OF FENS 6 ' A.F F. COORDINATE TN. REG. ?oiae2 STATION ♦ A -1 - - - - - - - -1 ( ♦ % IN 'ALL ELECTRICAL ACES n5ea EMERGENCY GENERATOR DEVICE TO B MOUNTED OUTSIDE ---------------------------------- ---------------------------- �C, --- - - ------ + i-------------------- w i] - - EXACTS C IE ANDTREQUI REQUIREMENTS -- - -- --- -- -- -- -- ------ --- --- -- --- ----------------------------C�-----------+---- - ------ --I---------------------- , --- ---- --- - - I------t------- --I----�Ftt"sft`-•D� � JOHNJ.CARAMALIS PE ---------------------- ------- - ♦-------- -----------------_1_-_-_- WITH JU DI I N HAVING UTHORITY. ' ' J'F _ _ __ _ _ _ _ _ i _ _ _ _ _ _ _ _ 1'-0" V-0° m J ❑ ❑ t .PIE7,OSEE DWG.E-9 FOR SC. REG.16521 `''��/WIRING OF ALL 200/3 N.F. AL REG. 20581 ( I 2l .�ACSEE DETAIL 4 3'-6 I F` �� I �� TRANSFER SWITCHES _ _ GFI TN.REG.108507 ISHEET E-10 i F 3 J� `--_.{- -- `WP ANTHONY CLEMENTI, PE TYP MEATR PENDANMECHANICAL_ FL REG. 54781 UNG RECE CLES �,26' I �® L �\u ,H, li �♦ I �ti I GA.REG.31882 ` I 1 9SC. REG. 25591 - - - - - F-22:2a - - - - �� - - ♦ � I F j SEE STUB UP AL REG 1 A69 i I jr �- - - --- ---- --d-1- - s s-- - - ------5 I -1 - - - - - - — �- - - I �� Ls IG 1 DETAIL 13 SHEET E-10 AL REG 28469 --� 1� I----- -- ------ — — — — I RAYMOND J. SIRIANNI, PE IG _ — - - - - - - - - - ELECTRICAL - FL REG. 54085 GA. REG. 025636 F-2 I SC. REG.19743 1 AL REG.23065 1 I I I TN.REG.108038 II 7,_0„ I 5,_0, I 7,_0, 3,_011 PE ,_0.,_01,_0J----1----1--------------------------------------I ii RECEPT. TO BE MTD. �� 11 � TO BE MTD. CASEIL 13 0 �_ 4 6 r I I I (TYP. FOR OF RECEPT.) RECEPT. FOR PRODUCE �> I I NORMAN METER, 22 ON TOP OF ' ELECTRICAL - FL. REG. 59422 1 f I CASE (TYP.) I I I I SC. REG. 25290 1 MISTER CAB. iC00RD. EXACT GA. REG.3i492 12#10,#10(GR)-2'�I LOCATION WITH PLUMBER 1 RECEP . TO BE MTD. �/ I 113'-0' I I 20'-0' (ATLANTA DIV. ONLY) I I AL. REG.28079 IN THE PIECE OF v RECEPT. TO BE MTD. if GO DO A (TYP.)#12JR-TER 2�2' 36'-0' OF tt2 WALKERDUCT 4 14'-0 I IN THE PIECE OF GONDOLA (TYP.) J-BOX 11 I I, I #12JR- ER 2 2'©COPYRIGHT4008 j 11 55 1 j 1 i J-BOX i 3 I 5 3 1 3 1 5 I 1 (1 j PUBLIX SUPER MARKETS, INC. I II I1 ' THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY —5 Z —'.L _ — _ — _ — _ 1_I Z — — _ — — _ _ — _ _ _ _ _ _ _ _ _ _ _ J�_ — _ _ — _ — _ — _ — _ - _ _ — _ — _ — _ — _ — _ OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE J/1 1rj 3 , COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE I II I I HSl l�l k I _ I DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF (V , , I ,- ' PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION ' I DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE II I I 7#i , #1 (GR) 2' C I I c� TO L 'R I 1 I 11 9 7 19 7 I I 16 14 11 9 18 16 14 1 9 f c0 I 1 I I INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE ' 10 -0 20 0' ON TO BE MTD. MINIMUM BUILDING CODES it OF TO BE MTD. I I CASE (TYP.) 1 ON TOP OF 1 !) CASE (TYP.) I I I I I I 1 EXACT NUMBER OF GONDOLA I I I I I LIGHTS WILL VARY - VERIFY I I i II I I EXACT QUANTITY AND LOCATION 1, I WITH PUBLIX REPRESENTATIVE it i I I I i yNG i 1. ALL INSTALLED CIRCUITS REQUIRE AN EQUIPMENT GROUND CONDUCTOR REGARDLESS 1 10-0° 5-0' / I) III I I I OF WIRE COUNT SHOWN ON DRAWING. I I ri 11 I I 2• ISOLATED GROUND CIRCUITS ARE TO BE IN ADDITION TO EQUIPMENT GROUND '� 11I i I CONDUCTOR AND SHALL BE CONNECTED TO AN ISOLATED GROUND BUS IN ITS RESPECTIVE PANEL. 1 — � I I 'I I I I C CR y / 3• DELI/BAKERY/SEAFOOD POWER POLES LOCATIONS MAY CHANGE DUE TO CASE III I LINE-UP CHANGES MADE BY OWNER. THE ELECTRICAL CONTRACTOR TO VERIFY I I H G F/A POWE SUPPLY II EXACT ELECTRICAL POWER POLE LOCATIONS WITH PUBLIX REPRESENTATIVE 1 s ' (+120"). EL C.� /CONTRACTOR II I I I I I # / / TO PRIVIO 72' FLEX CORD REELS (HUBBELL m 'i PRIOR TO ROUGH -IN. . HBL45123TL20W) TO BE I r MTD_ IN JOIST SPACE - PROVIDE TO POWER SUPPLY II I I I I 4. VESTIBULE/DOCK HEATERS TO BE INSTALLED IN JACKSONVILLE AND ATLANTA I I 20A TWIST -LOCK CONNECTOR EA.(TYPJI CONDUIT TO 1 DIVISIONS ONLY. SEE MECHANICAL PLANS IF REQUIRED. i RUN DN.COL. FM ------ J 5. DOCK SCISSORS LIFT AND SUMP PUMP ARE OPTIONAL. SEE CIVIL AND MECHANICAL I � (M 4�-4� _ _ _ _ _ _ _ -_T - - - i j F) +36 I PLANS IF REQUIRED. ( I 1 i �---- I i -- -1------- - -- - - -------------- - --- --- ------------ -- ---------------- -- ----- -- - - - -------- ------------I------------� --------- - I-ti---- i----- &�� T - - - -- - ---------0 111 I ( I I 6. ELECTRICAL CONTRACTOR'S INSTALLATION TO MEET ALL APPLICABLE CODES AND THE I ( I I � ��•t II VERSION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY THE JURISDICTION HAVING i 11 I I AUTHORITY. # 1� +ts 3 8,1 10t L-7 9. 1 +t 1 I I I 7. ALL 125 VOLT SINGLE PHASE 15 AND 20 AMPERE RECEPTACLES ( IN KITCHEN AREAS) AS I I I �\ 1 i 3 I to # L'16;18 3#�1 Ic I 1 REQUIRED BY THE JURISDICTION HAVING AUTHORITY TO BE GFI. I g �1 % I 12�1"1 II I I (CONTRACTOR TO INCLUDE ALL SUCH RECEPTACLES. BREAKERS AND ASSOCIATED HARDWARE ( I Ig +I� �°L�i _ Ige(C'Q%y, 1 IN BID AND ALLOW CREDIT WHERE NOT APPLIED) Itim 11 c I I I I 1 t h 1 1 1 I 8. ELECTRICAL CONTRACTOR'S INSTALLATION TO MEET THE REQUIREMENTS OF THE FLORIDA j BUILDING CODE (FBC) SECTION 13-413.1.ABC.2 FOR VOLTAGE DROP. I � I 1 1 I1• i SPLIT i i 1 1 i I # 3 PROVIDE (2) 100/80/3 9. ELECTRICAL CONTRACTOR TO PROVIDE OWNER WITH RECORD DRAWINGS AND OPERATING AND 1 - /� I I 1 1 2 1 1 8'-8' C' I �IN NEMA 4 ENCLOSURES 1 MAINTENACE MANUALS (CLOSE OUT BOOK l PER SPECIFICATION SECTION 017700 AND 017839 1 1 i I STACKED DISC.SW.s i AND FLORIDA BUILDING CODE (FBC) SECTION 13-413.1.ABC.2.1 AND 13-413.1.ABC.2.2. NDICATES ELEC. ' 11 - 3:5 I I I I I I I 6 ti• (6'-0" TO TOP MAX.) I 1 1 ONTRACTOR SUPPLIED 1 1 I 1 �; •C �'2; 1 10. NO WIREWAYS+ GUTTERS, TROUGH, ETC. PERMITTED. I POWER POLE - SEE i1 i1 M'3 t�1lA I 3�'6 1 ETAIL 17, DWG. E-10 i #10 s, Kati L 1 EE OWG. E-6 FOR C II 1 I I ( I I APRONS HOUSEj XACT PLACEMENT M-1,4 11 11 I I pC` 1 10(GR) 2'C (YP.) # s gi i 2a 1 1 1 DISPLAY LIGH S �- - 6 8, 12 10. SPL TCONNECT4 IB a 1 c ! ! GONDOLAED TOLIG TIN TO PANEL 'H' /I 9 I #12JR-TER 1/2' I I CONTACTOR I 1 IG ❑ I J BOX 1 �y 5 361- 'OF tt2 WALK # 2 I I ❑ I 113'-0 OF 2 1 I M, 11 3 I I WALKERDUCT j RECEPT FO C FEE 9 1 1 l iq L I I I I I I INDICATES ELEC. 1 1 1 11 1 I GRINDER, CO RD 10:1 CONTRACTOR SUPPLIED_ i 8 I I POWER POLE - SEE 1 1 IG/ 1 1 o I 8,_ Al, ! WITHEXACTP OC TIO P. MOUNT RECEPTACLES 1 DETAIL 17, DWG. E-10 i 1 29 CONTRACTOR TO PROVIDE AND 5 N I i ON ITO OF CASE #12JR-TER 2%2' I SEE DWG. E-6 FOR I i M-27,29 { I' INSTALL WIREMOLD PLUGMOLD - OX PLACEMENT II V24GB512 (OR PANDUIT EQUAL). _ _ ______ _ _________ _ ______ _ _ ____(TYP.) 20:22 J B I I EXACT 1 11 I ' ' 1' '-0"PLUS COUPLINGS AND _ ______ _ � ______ _ _ ______ _ _________ _ ______ _ � ______ I- ( i � � i' 27 I I M-16,1$ COVE& LLIp_s-AS .REQUIRED. ',' i I I 2 6 4 I `r 1 CONDUIT 70 -- — — - — — - — — - — Li T� — - - —� — — - — - — - — - — - — — - — - — - — - — - — - — — - — - — - - — - - — - — - — - — - - — — - — - — - - B— - — - - - — - — - — - — - — 51— - — - — - - - - — - — — -+6-� - —I- — - - — - — - — - — 1 — - — — -I- �Z - - - - Si 15'-0' 4---- 2---- 6--- 1 RUN DN.COL. ® CONTRACTOR J6,PPOVIDE AND 11 ❑ ,� I INSTALL WI`REMVLD PLUGMOLD 14'-0' 1 I I 1 I7i 1 I i II I M, #V 4GB51,2' 0 PANDUIT EQUAL),.- I 1 - 19'-6- kUS',C`OUPLINGS AND TYP. POWER RECEPT. TO BE MTD. _ I I RECEPTACLE IN TOE PIECE OF I 13 I I COVEP� &ik AS REQUIRED. a - 4 # -'- - - - - - - - - - - - - �� 51 \ _ _ I(SEE DETAIL GONDOLA (TYPJ I 10 1'C I i ❑ ( ' 1 I RELAY CABINET (CONTRACTOR JAN 1 2008 INSERTS 12' O.C. WITH #1126A-11/a' 3, DWG. E-10) ADAPTER FOR COMUNICATION LOOP - Q - HATCHING INDICATES AVAIL. AREA FOR RECEPTACLES AND SWITCH 1 TO MOUNT STARTERS FOR FAN 3 - TYP. TERMINAL RECEPTACLE FOR CCTV MONITOR Zo TO BE INSTALLED AS INDICATED PROVIDE AND INSTALL- _ _ G_ _ �/ J ♦ 1 I I & 1126A-/ ADAPTER FOR EACH N PLACEMENT OF WALKERDUCT ALONG I I, I F-1 & FAN F-2 ABOVE RELAY a TO BE INSTALLED IN MILLWORK l IN-USE-C-OVEt-EO -_ _ _ - -_ - N POWER CKT. (TYPICAL FOR ALL POWER (SEE DETAIL ENTIRE LENGTH (HATCHING SHORTENED IN DETAIL 19, DWG. E-10 CABINET 1 SEE DETAIL 8, DWG. ♦ I �\ 10, DWG. E-10) TO RETAIN CLARITY) CAST - VICES- AS - - 40' l � ( CHECK-OUTS). I COOD. EXACT ELECTRICAL I � ' „-•---I�ND ATED. GIVERS TO I E-10 FOR WIRING AND CKTs) ♦ ♦ lg� 110'-0. REQUIREMENTS OF TABACCO 20'-01. / 'BE H BBE #WP8M ae I �� ' MANUFACTURE INSTALLED MODULE WITH SUPPLIER I I (TYP 6) PUBLIX Ism / 1 t CONTRACTOR IRED I I CONTRACTOR TO PR VIE O j (T CONTRACTOR +72") I-----------------------------I----i a/ j / I W LK RDUCT #12JR- E 2 3/4 0-12 J- 0 ES OR ANY COMBINATION [ EA-17 A-34 I 1 12,14 I 'fi I 6'g •�� 3#12-%2'C TO I PLOT DATE: W 'f, L _ _ FAN F-4 AND F-6 ON j 10 JAN PJ8 j 1 OF WALKERDUCT J- OX S 0 m EA- PROVIDE AND INSTALLS - - ROOF (SEE E-5) ! I SUITE APPLICATION. SE `' `r cO ( °' '?' °' °D 1 I ;'7/ 1'C. TO A 1 1 DETAIL 18 SHEET E 10 v' "' "' U' U' `n V' u' "' rn v' t I i - - - - - - - - - _ _ - - - EA- 1 _ - - - 14 12 ',,/� 8IREMOLD8GFITC 4220%8176 PANEL 'E' 1 -_- _--__= - --=_i _-= _ --_- _ I= E E -1� _=====- FOR 1 r'/i 828GFITC (TYP bF 4 �� 'C.TO EQUIPMENT K, _ t t a = __- - ___ ¢ -____ _ - _ --- ---- - --- ---_-_--_ _- = 1 - __====_=== - PANEL 'N' _ CONTROLS I CR CR r /r DEVICES) SEE E FOR 12'-81/a' I REVISION DATA 0♦ I ___-____- a ¢ m -_-=_- m ¢ E-13F�---------- --- i rrr I EQUIPMENT I I( # i rrrf FIFTH DEVICE. 10 // `L°' O CONNECTION N' Ic [c I IG IG IG tG c = 1 � 2 WALKERDUCT I / f I � hi I I 1 I Ic IG [c 1G [G m ;� 1 (INSERTS 12' O.C.) ' �' 8 L/ _ P' N V CO M U7 I� 6` CP 1 I I I I I _ e 1 ONE (1) 15'-0' TRIP E DUCT ¢ N, ¢ <,-'�-, a ¢ ¢ c-� a LID ¢ I�'� ¢ o-'�-, ¢ ¢ ¢ SWITCH TO ONE (llQUflDRUPLE I 1 w w w w w w I w w w I w I SYSTEM CONSISTIr�G OF ____ i o C o C o C o C c o CONTROL ONLY I SYSTEM CONSISTING OF CORD REELS (HUBBELL "HBL45123TL20W OR / �/ 30/3 tG THREE (3) #2 WAL ERDUCTS / ---J ---J _ .;,yam HALF OF DUPLEX FOUR - #2 WALKS- - - DANIEL WOOpHEAD EO) T MTD. IN JOIST �> 2 C. 0 I I I RECEPTACLE - - - - - - - - - - - - - SPACE-- P OVIDE20 �ITZOCK CONNECTOR Eb. (TYPJ �q,��3�/' A 2, 1, E-5 j� 9 I "C. TO I I I I Ly a- $•2 / / 2 j �� / PANEL 'S' I i © / 1# N ,9 2'C. TO� I i COMM 'A' TYP. COMM. CABLE JUNCTION BOXES FOR ELEC. I - - r I 2"C. TO I _ # ( LOP (SEE DETAIL OPER. DOORS WITH 1 'FLEX. I I TI = 2 4'C• - - - - - - - - r PANEL 'EA' � 2 14 BELDEN 8471 16 GA. 0 I /z 1 �, ❑ 1 9 - �/ 1# �• CONTRACTOR TO PROVIDE A� PANEL 'Q' TWISTED PAIR IN i' 11, DWG. E-10) CONDUIT DOWN INSIDE TUBE TO 8 FT 1 - - - - - - - � ��:4/ - - le GFI , INSTALL WIREMOLD PLUGMOL I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FROM GENERATOR COORD. EXACT. MTG. 0. DOOR CONTROLS. (TYP. FOR (4) BORGEN HUTCH I 5 ��\ 1'C. TO ' 20 GR j1 # �F� I I Y OF E.D.F. RECEPT. �F9. �'"�� i1 - - - - - - - - - - - - - - - - - Q i z SEE DETAIL 5 p. L V24GB512 (OR PANDUIT 'EOL 5-14,I I ANNUNCIATOR PANEL' TO - lg 1 J-BOXES) 1 l - ` ,COMM 'A�/ �12 I 28 6'-0" PLUS COUPLINGS At 618 ♦ �� I O. I 1 o ATS-EQUIP. TRANSFEf SWITCH WITH PLUMBER (SEE ♦.j ,��j I MOUNT RECEPTS ON [ r 1 I ` _ _ _� SHEET E-10 FOR COVER LIPS A REQUIR p. EA 16 18 �t� 19 N 7 ' (SEE DETAIL 20 DW . E-10) DETAIL 6, DWG. E-10) ♦ 6' _ - l I _-SACK OF CASE (TYP), TYP PENDANT HUNG 1'�I ' - -� I �� - - - - - - - 24 1a ♦ 9 - _ - _ _ _ _ _ - _ - _ ' - _ _ �o RECEPTACLES - I #12•!5 (REPL. #0390) ' 18 22 Gii 13 — GFI _ OF �"� c9 I L _ _ l4 i,l tti �` �?'i+ae•IG p,2 2 IG - - 35 - - _ ZEPHYR COMMONS ♦•% IG I A 7 � I ----------------- GIry-- --- -- -,-- IL_-------- - - �- I ------ � ' � ' _ ��0 � c� EA 3 - - - - - - - - - - - - - - �; ' a GF[ 4 GFI) R PRETTY POND RD. & HWY. 301 ♦ NE-12F ♦ - ��0� ti°ii��e I� .It.a�0,�2E-13 ------- - - - - -- 1 TH -- -- 1i t�_�' I — -- ---- -- `�� 1cl �e --� 3 1 -- — �? ZEPHYRHILLS, PASCO CO., �♦ I I 8 EMS B' 8 IG 'R~ , - 1 R I 1 6. D E-13 B �Q I i'I 1 I GFI I ♦ I I I J ❑ I I FLORIDA Y I 3s M L M E-12 K I O E-12 0 1 1 �' 11 � �' ' 27 � 29 1 111 I +716' � m 23 _ —� -- ---- --- II ---------- -------------------- -- S, ,Q, ,EB,,EA, +�, Ic I �i I 35 -35 j 1N J I — — — _1 — — --- --- ---- - -- — — -- B -- — - --- — -— --- — -- - w 11 I " J ,ea plc+ j I I - ' ---- - -_---- -- --- ---- - — - — -- - — — -- - THE 514*4 GFI I ��� GFI I FINAL CONNECTION TO I SINK CONTRACTOR O T©E DISCO. SOW. G D. I V112707 SURGE SUPPRESSOR ti6/ WP �� �� WP ( EQUIPMENT LUG WITH #6 Cu o � �� �� - DRAWING TITLE: TO BE MTD, ADJACENT I SYMBOL INDICATES PROVIDE J-BQX WITH ei � -�.�i I I CONTRACTOR TO PROVISO TO PANEL 'EA' F/A POWER SUPPLY, N ' ELEVATION TAG AND MOTOR RATED'TOGGLE W '��- _- 35/3 GFI BRKR IN NEMA 4 I (+48'). ELEC. CONTRr'�CTOR SHEET NUMBER (TYP.) SWITCH FOR (CCTV JUNCTION BOXES FOR ELEC.----'—! I I ENCLOSURE. MTD. 6' A.F.F. TO TOP � I TO PROVIDE 1/2' FLEX POWER SUPPYI DISC. OPER. DOORS WITH 72" FLEX. TO POWER SUPPLY I SEE DWG F CONDUIT DOWN INSIDE TUBE TO I I l DETAIL S FM MOUNTING ELECTRICAL HEIGHTS DOOR CONTROLS. (TYP. (2) I I I J-BOXES) I I I I ( PROVIDE & INSTALL (1) 20A PIGTAIL p AS PER HUBBELL #5369C WITH POWER ER 6'-0' OF 3C#12 STD CORD. (+78' A.F.F) ' PLAN I 1 2 3 4 5 6 07 8 O O O O O O 00 SCALE: 1 /8 " = V- 0" of 17 1- TAAI_'XATTP IMAF ..—.._ PA 1')0IrA_i'DQQ\ 1)dF\ I?AR -WA A__ P u b li x. SUPER MARKETS I I I I I I i I I I I I 0 - - - - - - - - - -7- - - - - - =1 - -- - - - - -1- - - - -11- - - - -1 L- - - - - - - - - - - -- -11 - - - -- 11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� II II II II it II II �� II II II I�----y�------------------------1�1-------- II u n u------I---- - - - - -- -�-- - - - - -- -�-- 1-2C#18SH.FRO RESPECTIVE -------------------------------- - ------_---- REFRIG. UNIT FOR MAGNETIC^� I 3#12-Y2' C 1 I I DOOR CONTACT (TYP. FOR ALL TO UNIT #4 I 2-2C#18SH. & FRZR. & CLR. DOORS) 1-2C 18SH. & 2-4C iBS�- 3#12-/2 'C 3 12-/2'C ( t TO UNIT #3 A. 1-4C#18SH. 3#12-%2' C TO UNIT �*4 TO UNIT #q I 71 I TO UNIT #3 TO UNIT #3 �� 1 I I -- ---------------- ---_ _--------------------------0 I I I 1-2C#18SH. FROM R PECTIVE I REFRIG. UNIT FOR I GNETIC I DOOR CONTACT (TY . FOR ALL--7 FRZR. & CLR, DOORS) TO UNIT S #4 COMM I TO UNIT #1 -- -- r--------I----------------------- IIIII IIIIII p IIIIII IIIII +84„ FT 1-4C#18SH. R ! I _P I - VALV 3�j J27:2`► F TO UNIT 3 'C' 6#1 ,1#10 (GR) k = - F I CONTROL (TYPJ F 'J' IN f° C TO F J = EF©PAN�L B' EFS2-2C 18SH- L_TO UNIT #1 IEFE A, i DT I - - - - J-23:25 S r` v ^ 2' Tq8 IIIIII illl P IIIIII IIII ram----- i o ®J --- -- -----J J---- - - - --- --------------_-_------------------------ - - - - ------ - - - -----------_J _ HFDTP DRY ® -- J - -- -= 3 - FLH FLHP FLH 3 I FL P 4 FLP F L 31 31 J 3 J J <>3 J 34 34 FHP 41 F-1 2-4CI1ISH F L DT P F L DT F L DT P F L QT F L DT P F L DT F L DT P LOT F L H DT P F L H DT P F L H DT P �a fn� TO UNIT #4 ff N-I- Nv tor. 0r� Nrs cu 9 c'oco= com N = N , , = i ' _ , V = t , U) i , M I = In cl O = a tp .N. _ t•T LC) _ m ¢ W ¢ I m m CO m m 00 U U U U U U U U U U "� `7 U, "� h .-y � i '7 '� CO Q Q Q ¢ Ii i� ED m m m , �i (") M M M C7 CO(") CO N , ' , U) i V7 U) u 0 n # rc # # # # a # N I0 N TO U 18SH v CONDUIT TO BE RUN c I v I v c v( ` r 10#10, 11,10 TO UNIT #1 I 10#10, 1*10 (GR) 3-4C#18SH 10 10 & 1 i0 (GR) (OR) IN 11/' C # # -. DOWN NEXT TO REFRIG. `" IN 11/" C TO PANEL 'C' # # TO PANEL 'A' I PIPING. SEE DETAIL 1-4C 18SH.. I TO UNIT 4 I IN 11 C TO PANEL 'J' # I # # 6#10, 1*10 (GR) DWG. R-3 (TYPE) TO UNIT 3 �� 1-4C i8SH. 8 10 & 1 10 (GR) rNi I I I TO UNIT 3 (36), i IN VC TO PANEL 'J' I 14#10, 1#10 (GR>I 4 ti IN 1' C TO PANEL `A' IN 11/4' C TO UNITSS #2 C-29 U u F TO UNIT #1 (52,53) E} q < I I TO PANEL 'B' I F L H DT #10, 1#10 (GR) ( U11 L",l IJ l�J LI\1 2-2C#i8SH. IN 11/2' C 2-2C#18SH. TO UNIT #1 I ( A-38 B 24 TO PANEL 'B' ( I TO UNIT #4 B-22 F 1 1. ALL BRANCH CIRCUITS, PROBES, DEFROST TERMINATOR CONDUCTORS ARE TO BE RUN E------- - F q-� --- - - - - ----------- - - - --` # # --- -I-- --- is L - -- - - -- -- - - -- - - - - -- - -- -- IN THE TOE RACE WAY OF SYSTEMS 1, 2, 3, 41. 44, 45, 48, 49, 50, 51c. 53.----------- - - J-19 --- L A-13---- --- --- 14 10,1 10 (GR) I 8-18 H Ii CONDUIT TO BE RUN--------------------- - IN i/4 C II 1� 2. ALL BRANCH CIRCUITS, PROBES AND DEFROST TERMINATION OF ALL REMAINING CASES I I 1-4c#i8SH. DT i I I DOWN NEXT TO REF IG. O I TO BE CONNECTED TO THE ELECTRICAL JUNCTION BOX OF THE CASE. I CONDUIT TO BE RUN III I TO PANEL A I 17 P 1 I PIPING. SEE DETAIL DOWN NEXT TO REFRIG. I I I ►I I DWG.R-3 (TYP.) I 3. ALL BRANCH CIRCUITS, PROBES AND DEFROST TERMINATION FOR ORZ AND 05D CASES ARE I PIPING. SEE DETAIL DWG. 1 I F A-20 I F g-10 F C-12 TO BE CONNECTED TO THE CONDUIT SYSTEM ON TOP OF CASES. R-3 (TYPJ L p_18 t I l L g_8 L C-14 I I MOUNT RECEPTACLE 11 1-4C# 18SH. H C-16 4. ALL WALK-IN FREEZERS TO HAVE SOLENOID VALVE INSTALLED BY REFRIGERATION H A-16 i H 8-14 TO UNIT #2 ON BACK OF CASE I' F A-15 2-4C#18SH TO DT i I DT DT 1-4c#18SH. I CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. I ,I UNIT #3 P 2-4C#18SH. I bL A-13 I 11 B-22 F I t1 TO UNIT #3 , P 1-2c#18SH. 11 B-16 L JI tI ! 5. ALL WALK-IN FREEZERS AND COOLERS TO HAVE A DOOR SWITCH IM)TO SHUT DOWN COIL. tl 8-20 H it I 11 8#10,1'�10 (GR) I SWITCHES ARE TO BE FURNISHED AND INSTALLED BY REFRIGERATION CONTRACTOR AND I I' I I 1 1 �-10,0(GR)rDT-1-4c"18SH. IN 1%2' C WIRED BY ELECTRICAL CONTRACTOR. COORDINATE WITH PUBLIX'S REPRESENTATIVEDT' 1 I t, III i 1P IN 1%2'C TO PANEL 'B' ( FOR WIRING. ALSO SEE DETAIL ON THIS DRAWING. I 21 t I I I I' TO PANEL 'B' C-18 Its I it 111 it ( 6. PROVIDE 1-4C#18SH FROM EACH PROBE AND DEFROST TERMINATION TERMINAL IN CASE tl 1t 11 11 C-20 (SHOWN AS © AND DT THIS SHEET) TO RESPECTIVE REFRIG. UNIT CONTROL LA-28 11 II �► F 610 C-22 ( CABINET. THESE CONDUCTORS CAN BE GROUPED TOGETHER. DO NOT CUT OR SPLICE I l I i I I I II A-14 I i I I H B-S i CONDUCTORS. CLEARLY IDENTIFY BOTH ENDS OF CONDUCTORS, BY SYSTEM NUMBERS. J F DT A-9 I� 1-4c#18SH. 11 I DT 1-4c#18SH. A-11 I 7. ALL APPROVED SHIELDED CABLE SUPPLIED AND INSTALLED BY CONTRACTOR. I' I, B-34 F ! 8. ALL CASES SHALL HAVE CONDUCTORS IN A FLEXIBLE CONDUIT FROM B-28 L (OT, I ( CASE TO CONDUIT J B TOP OF THE CASE. ll 11 B-3ID H I1 O 9. ON ALL MULTI -CASE SYSTEMS THE DEFROST TERMINATION (DT) ARE TO BE WIRED 121 I PANEL tt A (GR)- 1" C TO 116 1-4c#18SH. DT 1 ! ! IN SERIES ! 71 II F C-24 I I I, I 1 I 10. IN ALL WALK-IN COOLERS AND FREEZERS PROVIDE A HUBBELL RECEPTACLE. MALE PLUG, I 2-2C#i8SH. I► �1 L C-26 BOOT. WEATHERPROOF COVER PLATE AND CORD FOR EACH COIL AS SHOWN ON THE DRAWINGS. 1 1 TO UNIT #1 11 t H C-28 lit F A-9 I II i'I I (HUBBELL NUMBERS TO BE 2410A/2411CY/60CM31/74CM25WOA/6 OF 4#12 STO CORD) i 2-4C#i8SH. DT , L A-11 if 12 I TO UNIT #2 11. ALL WIRING TO REFRIGERATED CASES, WALK-IN COOLER, AND FREEZERS SHALL BE TYPE THHN I # I 11 F A-6 I F B-15 I I STRANDED COPPER; SIZES AS INDICATED. P i-2c i8SH. I t L A-12 1 � � L B-9 A-36 PF 'i}H A-10 I I H B-13 C-29I 12. VOID12c#i8SH. l I DT B-34 F ! I DT N N CD N I I I1 1 �, �, �, m 1-4C#18SH. 13. EX''E"'C ALL 1Ew. PROBES ON CPC TO J-SOX ON TOP OF COOLERS AND FREEZERS INSTALLED 11 it B-28L ii # TO UNIT #2 AND WIRED BY ELECTRICAL CONTRACTOR. ELECTRICIAN SEE DETAIL (THIS SHEET) FOR ---------------------------------------------------- - - - - -- ------&32 H - I -I -- 12#10,1#10 (GR)---- - - - - --- - - - - -- ---- ----- LOCATION OF J-BOX, BEHIND COILS TOP SIDE OF COOLER OR FREEZER. ----------------------------------------- I �' t 12#10, 1#10(GR) DT I ' 1' `" I I K-i F I 16 i IN P E 14, NOT USED i , - 11/' C TO i TD PANEL 'B' K-3 H 1� 11 PANEL 'B' I i I C-25 I I 1-2c#18SH. P II 11 F 1-6 12 11 c-4 F 15. CONTRACTOR TO INSTALL ONE ( 1 ) #12 (GREEN) CONDUCTOR TO EACH LINE UP OF CASES, i I t I I #10, i*10 (GR) ( FREEZERS AND COOLER CASES ( FOR BONDING). A-34 F 1 1 L A-12 � i l F B-15 C-2 L i IN 3/' C A-36 L t t I H A-8 1 , L B-9 C-8 H I 1 TO PANEL 'C' 16. CONTRACTOR TO MAKE ALL FLEX, CONDUIT TO THE REFRIGERATION EQUIPMENT WITH THE 1 i t 11 DT 1-4c#18SH, i i i H B-11 1-4c#I8SH. DT I O ! SHORTEST APPROPRIATE LENGTH OF FLEXIBLE CONNECTIONS '� P 1-4C#i8SH I I¢ DT 1-4c#1ssH. P 1 1 I 17 I 19 1 UNIT #2 (13 P t I PROVIDE KEY TYPE SWITCH TO CONTROL FANS AND SOLENOIDS I N UNIT COOLERS (UC) . K-31 II 1-4C#i8SH 11, Gi F C-11 j 18. ALL ROOF TOP REFRIG. EQUIP. IS EQUIPPED WITH FACTORY INSTALLED DISCONNECT SWITCHES. I It UNIT #3 (7) II 11 I L C-9 2-4C#18SH. 1 B-42 F I1 ' I H C-13 TO UNIT #2 I 19. ELEC. CONTRACTOR TO CLEARLY LABEL EACH CASE SHOWING THE PANELBOARD AND CIRCUIT I ,i B-36 L III I18 C-4 F ti I DT NUMBER SERVING THE CASE. LABELS WILL BE SUPPLIED BY HILL- MARKED AND INSTALLED BY 1 ' B-38 H II it I I CONTRACTOR. I A-32 rM i-4c#i8SH. pT I t 1, 11 c-2 L I I 1 20. PENETRATIONS THROUGH COOLER WALLS OR WALLS AND CEILING SHALL BE SLEEVED WITH CONDUITS 1 I A-30 i1 II C-6 H # #P 4 10, 1 10 (GR)1-2c#i8SH. ii1 li , 4 t AND PROPERLY BUSHED. ALL RACEWAYS AND SLEEVES SHALL BE FILLED WITH AN APPROVED DT IN 1/" C I MATERIAL PER NEC 300.7(A). F A-37 „ F B-29 II TO PANEL 'C' I I L A-35 13 II II L 8-35 II F C-ii I 21. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE COMPLETED IN ACCORDANCE WITH i 4 H A-41 ' 1 I,1� H B-33 6 t i L C-9 U.L. APPROVED I NSTALLAT I DNS. K_5 F I II DT II DT I, H C-15 I I K-7 H 1 I 22• ALL LOW VOLTAGE WIRING FROM THE WALK-IN COOLERS AND FREEZERS MUST BE SLEEVED IN CONDUIT B-42 F J' t t DT 1-4c#i8SH. 1-2c#18SH. P I I, t, 8-36 L p I UP TO BAR JOIST. A-32 F ' B-40 H ,I I C-19 F J l ! I 15 DT t I i 1 8 C-17 L ' I I 4 9 A-30 L J( I, I I I I 1 NOTES. 1 I I I 0111 I I 1-4c# BSH DT ALL MULTIPLE CONDUCTORS IN CONDUIT HAVE BEEN ! K-7 H < 11 PIt � !-TABLE 310 15tb)i2)Ca) ANY DEVIATION10#10,1#10(GRI- 11/° C TD t i � i 1 DERATED AS .PER N.E.C. , PANEL 'A' I , , F A-37 ' F B-29 11 BY CONTRACTOR MUST REMAIN IN ACCORDANCE WITH THIS 4 I I I , t L A-35 I II 11 L B-35 l F C-19 I I I 1-4C#18SH. I I I H A-39# I I 1 1 H B-31 �� L C-17 _ TO UNIT #3 (15) A 40 DT 1-4c 18SH. �%� I Ib OT 1-4c#18SH. 5 H C-21 I TABLE. I K-33 C------- - - - - ---------- - - - - -- C�- 1C#TBSN--- -- --- T' ---- - p ---- -- - T------------- --- ------------ -I ----- B 27-}------- ----------- - - - - ------- - - - - - - TO UNIT #2 (14) -, 7 C-25 I' ELECTRICAL CONTRACTOR TO INCLUDE EQUIPMENT GROUND CONDUIT TO BE RUN -/�� I I RECEPT.TO BE ( I DOWN NEXT TO REFRIG. PIPING. F L H DT P F L H DT P MTD. ON TOP CONDUCTOR IN ALL CONDUITS CONTAINING POWER CIRCUITS SEE DETAIL Zl, DWG. R-3 (TYP.) COORDINATE EXACT IIIOF CASE (TYP.) LOCATIONS ' ITH COIL N N N (n N N N' (i.e., FAN, LIGHT, HEAT CIRCUITS) IN ADDITION TO WIRE QUANTITIES LOCATION 6 ¢ ¢ a °' ' I Co I # m m ^ SHOWN. ! 4 # I !;, 12 7 ! o o a a a o ! INSTALL EXPOSED CABLES PARALLEL AND PERPENDICULAR TO I CONDUIT INSIDE 10 2 I I SURFACES OR EXPOSED STRUCTUAL MEMBERS AND FOLLOW 1 i `11 �" COOLER (TYP.) NN 9 I 1. DOOR SWITCH ON STRIKE SIDE OF DOOR (REFRIGERATION i SURFACE COUNTOURS WHERE POSSIBLE. .� CONTRACTOR TO PROVIDE & INSTALL (1)SENTROL INDUSTRIAL #115-4Y-12K FOR EACH DOOR) I 1 5 1 1 2. 4#12-%2 C TO RESPECTIVE PANELBOARD FOR I MAKE SPLICES, TAPS, AND TERMINATION ONLY AT INDICATED I i PHARMACY i �� CLEFOR LI3GOHTRANDRFANERS P POWERH TIMECOORDD IOTHF DWG DEFROSR 2T AND i OUTLETS, TERMINALS AND STRIPS. I 4#10, 1#10 (GR) IN Y4' TO Z SEE PLAN, THIS SHEET) PANELCK' 1-4C# i8SH. 4 ! 3. LIGHT SWITCH SECURE AND SUPPORT EXPOSED CABLES AT INTERVALS NOT ! UNIT #3 4. BELL BOX i EXCEEDING 30" AND NOT MORE THAN 6" FROM CABINETS, BOXES, 5. ANTI -CONDENSATE HEATER (IF REO'D.) FITTINGS AND TERMINALS. 3#10 & 1#10 (GR) N ('OV N It CID (D N N N ,u 6. MULTI -CONDUCTORS TO RESPECTIVE REFRIG. I IN 3/q" C TO PANEL 'K' Y � Y ' UNIT (SEE PLAN, THIS SHEET) Y Y Y i ► CONTRACTOR SHALL FREEWIRE LOW VOLTAGE 1 F L H DT P F L H P 3 7. 1-2C#18SH.-%z"C TO MAGNETIC DOOR SWITCH PER I TYP. COOLER/FREEZER 1 NOTE #1 I CABLES ONLY UPON COMPLETION OF PAINTING III N #0 i i IN THE INSTALLATION AREA. I S' 'O' EB"EA' I I I I I I I ( I I ( I I I I I I I I 8_ -,H,THERPROOF BELL BOX. INSIDE COOLER/FREEZER LOCATED BEHIND COIL OR BETWEEN AT .6" FROM WALL WITH NIPPLE SLEEVE THRU CEILING TO BELL BOX. 9. 3#12-%2'C TO RESPECTIVE REFRIG. UNIT FOR - COOLERS/FREEZERS WITH HOT GAS DEFROST FOR FAN POWER (COORD. WITH DWG. R-2 AND SEE PLAN, THIS SHEET) 10.3#12-%2'C TO RESPECTIVE PANEL FOR COOLERS/FREEZERS WITH HOT GAS DEFROST FOR LIGHT POWER (COORD.WITH DWG.R-2 AND SEE PLAN, THIS SHEET) 11. 20A.,3 WIRE TWIST LOCK RECEPT.IN BELL BOX MTD. AT THE BACK RIGHT CORNER OF REFRIG.COIL FOR FAN POW[ (SEE PLAN, THIS SHEET) 12.SEAL ALL PENETRATIONS THRU COOLER/FREEZER WALLS AND CEILING 13 ALL FITTINGS TO BE COMPRESSION TYPE FITTINGS NUIt RZ UNLY AffLitS WHIN SYSItM Utt-NUSI 15 I1MtU-Ut-t-. IF SYSTEM DEFROST IS HOT-GAS,INSTALL AS PER NOTES 49 AND 10 ONLY. DO NOT INSTALL AS PER NOTE #2 WHEN SYSTEM DEFROST IS HOT -GAS. NOTES #9 AND 10 ONLY APPLIES WHEN SYSTEM DEFROST IS HOT -GAS. IF SYSTEM DEFROST IS TIMED -OFF, INSTALL AS PER NOTE #2 ONLY. DO NOT INSTALL PER NOTES #9 AND 10 WHEN SYSTEM DEFROST IS TIMED -OFF. I I I I I I I I I I 1 - ------ - - - - -- - --------- - - - - -- --- - -- -- -- - - - -- I i I I I I I I I I I I I I EM' S . 2-2C#18EMS 'E' TO UNIT #4 e 9#10 & 1#10 (GR) I`N i%' C TO PANEL 'J' R 3-2C#18SH TO UNIT #4 --� 1c, ^ -- --Imo- ---- ^ --- i # 2-2C#186H. N N I TO UNIT #4 °09 J-42 F # I M N M t� * �� J-40 L I LV t ti ti ff 7 ti 1. i-2c#18SH. P v 1 - ----------- J-42- MOUNT RECEPTACLE J-40- ON BACK OF CASE i *10,1*10 (GR) N :Y4' C TO PANEL 'K' ''41:�' I-2C#i8SH. TO UNIT #4 -------- S' --- - - - - - 1-2C#18SH- FROM RESPEC - REFRIG-I-JNIT­FOR-MAGNE K-31 DOOR ONTACT (TYP. FOR FRZR CLR. DOORS) i-I I I i 1 I ` f� -K-1 i I I -K-3 I n r I K-13- K-17- .K-9 K-15- -K-11 1-2c#18SH.- 8#10,1#10 (GR) IN 1" C TO ,6L:- PANEL 'K' K-13- -K-9 K-17- -K-il K-15- -1-2c#18SH. - - `2-2C#i8SH. TO UNIT #4 - 6#10 & 11110 (GR) IN 3/4' C TO PANEL 'J' ------------ 7-2C#18SH. TO UNIT #4 ------------ @I 1-4C#185H.& 1-2C#18SH.TO UNIT #3 CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS; 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT -FL REG.91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG. 1 1881 SC. REG.7477 AL. REG 2 4 .6 3 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN. REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL, REG. 51959 GA. REG. 277AO SC.REG.21754 Al. REG, 24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43$89 GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG.111362 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31 A92 SC.REG.25290 AL. REG. 28079 Q COPYRIGHT 4008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED W THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5AsA V112707 ELECTRICAL REFRIGERATION PLAN .0-JAN-2008 10:14 xmwc P:\1200-1299\124511245e04.dgn of P u b ll'o xe SUPER MARKETS & ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- a-------- a-------- a-------- �� ------------------------- ----- --- ------------------------------------------------------------------------------------------- --- PANELBOARD, LIGHTING FIXTURES & OTHER I ! ELECTRICAL DEVICES TO BE SUPPLIED, INSTALLED & FACTORY WIRED - CONTRACTOR TO CONNECT LIGHTING TO EMERGENCY I I I PANEL 'EM' BELOW (CKT. EM-23,25) PANEL 'MCI'& PANEL 'MC2'- CONTRACTOR TO COORDINATE TO PANEL 'MC2' I I I CONNECTION OF FEEDERS FOR MOTOR CENTER (SEE RISER DIAGF DWG E-9) ---------------------------------------------------------- I I F-3 (1/8 HP, 120V) GFI COORDINATE EXACT LOCATION WITH MANUF. AND PUBLIX REP. (PANEL SUPPLIED & WP � AND CONNECTION TO CIRCULATING INSTALLED BY MANUFACTURER) - SItE RISER DIA. DWG. E-9 I SF<F1-25 ------- - - - ------------ - - - - -- - - - 1 PUMP WITH PLUMBER lC TAD=24) --- -- UNIT #1 ----- UNIT - 2------- UNIT - 3 ---- --UNIT 4 ----- - ------------------ -- -----------------------' t----- - - - - -- f------------------------------------ -j- 1--------------------------------------i I r.-NLO P�� � P P � P P P p p p p � MCl MC2 I I WATER 3 I TANK R' R' R' 'R' 'R' 'R' 'R' 23 i wArFR G TANK�'" .. ........ ...... ...,. >.>. ....... ... ... .. ... ....... <..... MOTOR CENTER 25 Gwp FI i NOTE: i COORDINATE ALL ELECTRICAL CONNECTIONS TO MECHANICAL CENTERS WITH MAN FACTURER I I I I I I I I — - — - — - — - — - - — - — - — - I - — - — - - 1 I i 4#12 & 6#14-1"C TO UNIT #2 (LAST 18' TO BE FLEX - TYP.) SEE DETAIL THIS SHEET 4#12 & 6#14-1'C TO I UNIT #3 (LAST 18" TO BE FLEX - TYP.) SEE DETAIL 4#8 & 12#14-1�"C TO THIS SHEET7 UNIT #t(LAST 18' TO BE CONTROL FLEX - TYP.) SEE DETAIL CABINET (TYP.) i THIS SHEET 4118 & 14#14-ilfz'C TO UNIT #4 (LAST 18' TO BE FLEX - TYP�)SEE DETAIL THIS SHEET, i I I I I I I I I I I I I I I I ( I I I I { I I I I I I I I I I i GFI M2 WP AC-2 I TO PANEL 'MC-2' I (SEE RISER DIAGRAM i DWG. E-9) 0 0 0 0 ----------------------;-------_------------------------------------0------- i I I I I I I I I I I I i I I I I I I I I I I I I ------------------------------------------------------------------------- i I i I I I I I i I I I I I I I i I i I i I I I I I I O O CO O i G i ------ ------ 01 ------ ------ @I ------------ i CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.11881 SC. REG.7477 AL, REG.623A TN. REG.103497 JOHN W. KITCHENS, PE CML/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG.163AO AL. REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL• FL. REG.51959 GA. REG. 277AO SC.REG.21754 AL. REG.24905 TN. REG. 107882 JOHN J. CARAMAUS, PE MECHANICAL- FL REG. A3889 GA.REG.021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 5AO85 GA. REG.025636 SC. REG, 19743 AL REG.23065 7N.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT 8E DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES 44 lAN 10 008 PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. 8L HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,4*,4 V112707 DRAWING TITLE: ELECTRICAL ROOF PLAN SCALE: 1 /8 ' = V- 0" 10-JAN-2008 L0:14 xmwc P:\1200-1299\1245\1245e05.dgn P u b 1'1* xe SUPER MARKETS ---------------------------------------------------------------------------------------------------o----------------- - -a- -------------L3-------- CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 CONTRACTOR TO INSTALL 2-GANG PUBLIX FACILITIES PLASTER RING AND INTERCOM - - - DESIGN DEPARTMENT SUPPLIED BY PUBLIX (VERIFY LOCATION) DAVID TAULBEE, AIA I ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA +48• I ARCHITECT GA. REG.11881 J REG, 747 AL. REG. 6234 TN. REG.103497 +4s' n II a II II n II 1 JOHN W. KITCHENS, PE +48, I I I I I I I I I I I I I I I II III 1 II II II I I II It II it I II I CIVIL/STRUCTURAL - FL. REG.45277 y 1 y y y ---------------- --- "-------------------------------------------y------ - PE-13o GA. REG.020251 -- - - - - ---- - - - - ---- - - - - ----------,---------------------------------------,- --- - - - SC. REG.16340 AL. REG. 20382 4 I 1 I +48' _ 1 _ _ _ _ _ TN. REG. 101507 J I I I 1 I J PAUL C. HARMAN, PE +40" STRUCTURAL 959 - GA. REG. 27740 E-s COMM 'B' & ! ! 4 +48• EMS EM' SC. REG. 21754 HUBBELL 'E' AL. REG. 24905 _ "fr�2 2'PVCTO CI ,A, TN. REG. 107882 --------------------------------------- - PAS- --------------- ------------- --- ---------- I------- ----N�XGF,AI3 CAB.---------------------- -------- --------- --- -- ------ -- -- ----- ----- --- -- - --- -- --- ------------------------------------------------ , I-----�-------- Istill 'D' JOHNJ.CARAMALIS,PE PHONE - -' - - - - - - - - - - - - - - - - - - - - - - ■� MECHANICAL- FL REG.43884 ---------------- - --- ( i B v ♦ ❑ I By +48" I -El I C8 SC - REG.0212 6521 46 ♦ SS m AL REG. 20581 'R' I 1 I 3'-G' / 'F' I TN. REG. 108507 C' J-BOX TO BE MT . IN C ILING i 1 J' I ANTHONY CLEMENTI, PE (SEE DETAIL 4, S -10) / ( B I I I ' ❑ H I I MECHANICAL- FL REG.3 781 / i v GA REG.31882 SC. REG.25591 A, i AW AL REG. 28469 ( ( I ------------ -- - ---- IT -- ___5 -- -- TN. REG.111382 ----- - -- _- ----- } ___n________' S I L-d J Ir---- SS +54• ♦ -_ I------48.------------- BV----------------------- -- RAYMOND J. SIRIANNI, PE ---------- ®---------- ®---------- - ---------_--= ELECTRICAL _--_ -------- -FL REG.54d85 i / �, -------------- I I �\ SC. REG. 97436 1 I , AL REG. 23065 !-------/----------------------- i TN. REG.108038 POWERPOLETO BE _ _ _ I �� 1 ♦ (PLACED BEHIND SUPPORT ORMAN MEIER, PE / COL. - VERIFY EXACT � � ELECTRICAL - FL. REG. 59422 � ♦ LOCATION GA. REG.31492 ! ! SC. REG. 25290 AL. REG. 28079 ; I I / Ii I PYRIGHT 1 P U BO SUPER MARKETS, INC. 4 I I I THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY 1 - - - - - - - OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE - - - - - - - - - �i - - - - - - - - - - - - - - - - - - - - - - - - - ' - - 'B - - - � - � - - - - - - - - - - - - - - - - - COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT I d ----------------------- - - - - - - - - - - _ ' - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I�. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - =(f HA WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE 1 ,'� DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF GENERAL INSTALLATION NOTES �/ I' I PUBLIX SUPER MARKETS, INC l 1. ALL CONDUIT STUB UPS SHALL HAVE PULL STRING COMMUNICATION NOTES I / I I I I1 AND BUSHINGS ON THE TERMINATING END ABOVE ♦ 1 THE DESIGN INDICATED IN THESE CONSTRUCTION ' (THIS SHEET ONLY) ' ' / I 1 ' ` I I DOCUMENTS DOES; i0 THE BEST OF MY KNOWLEDGE, CEILING OR AT JOIST. lI ( ( I I INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MAIN FEED i MINIMUM BUILDING CODES 11 2. ALL JUNCTION BOXES SHOWN ON THIS PLAN ( I ♦ ► I I I I_I SHALL HAVE AV2' CONDUIT STUB UP WITH PULL 1. MAIN TELEPHONE UNDERGROUND SERVICE FROM ,./ HUB CABINET 1 ► STRING AND BUSHINGS TO THE ACCESSIBLE CEILING I TELEPHONE POLE OR SERVICE CABINET CONSISTING I / [SURFACE MTD.) 8"x8' J-BOX MTD. AT OR TO THE JOIST SPACE. OF TWO (2) 3' PVC ♦ 1 I 8'-3' TO BOTTOM WITH LA_ 2"C TO JOIST SPACE II 3. WHERE JUNCTION BOX AND PHONE OUTLET ARE COMM SYSTEMS ! / ! RECEPT.o 8'-6'TO BOTTOM ! COMBINED PROVIDE�'C STUB UP WITH PULL I 2a. COMM "A' (MAIN COMM. CENTER) CONSISTING OF I I +8'-01 ► _,� 1I STRING AND BUSHINGS.' PLYWOOD BACKING (FROM 1'-0° TO 9'-0" A.F.F.) ♦ J ALONG ENTIRE WALL WITH MODEM, TELEPHONE, I I 11/Z' C IN WALL WITH NG NG 4. ALL CABLES PENETRATIONS THROUGH WALLS OR MUZAK,DATA AND OTHER COMMUNICATIONS SECTIONS. PULL CORD TO COMM.'B' S E 1, CEILINGS SHALL BE SLEEVED WITH CONDUIT WITH CQMM.'B' �1 2b. COMM B CONSISTING OF ONE 24' X 24" PULL BOX I CONSISTING OF I BUSHINGS ON BOTH ENDS. / Ii � FLUSH MOUNTED BELOW HUB CABINET A7 48'. � ♦ � (ll 24'x 24' FLUSH 5. ALL EMPTY CONDUITS SHALL HAVE A PULL 1 2c. INSTALL 1"CONDUIT WITH(1) i12 THHN CU I MTD. PULL BOX AT Jo 48 A.F.F. I t STRING. TO MOP FOR TELEPHONE GROUND. / I INSTALL 8 LUG GROUND BAR AT COMM 'A'. I I, 6. EXPOSED CABLES SHALL BE INSTALLED PARALLEL AND PERPENDICULLAR TO SURFACES OR EXPOSED I EQUIPMENT RACK (GENERAL OFFICE) MEMBERS AND FOLLOW SURFACE CONTOUR WHERE ♦ ,' I I POSSIBLE. ANY CABLE NOT INSTALLED ALONG THE I 3a. J-BOX CONSISTING OF (1)12'xl2'x4"J-BOX CONTOURS OF THE STRUCTURE SHALL BE ENCASED WITH (2)i/'CONDUIT WITH PULL CORD ♦ /��'� , I I STUB UP ABOVE CEILING, (2)ADJACENT / IN CONDUIT WITH BUSHINGS AND PROPERLY I SUPPORTED PER CODE. � 4° J-BOXES INTERCONNECTED BY 3/° CONDUIT, I � I +4'-0' I /, ( ALL FLUSH MTD. AT 18' A.F.F. HA G i t 7. CABLES SHALL BE SECURED AND SUPPORTED AT RF NETWORK ♦ I S ryf INTERVALS NOT EXCEEDING 30' AND NOT MORE THAN I I ♦/ Ifi-��� 2'C FROM COMM 'A' I I r 6' FROM CABINENTS, BOXES, FITTINGS AND 4. PROVIDE AND INSTALL (1) DOUBLE GANG BOX RACO I I (NOT TO EXCEED 275') a 683 4t/16 ' SO. BOX, 2%8' DEEP,16" AND 3/' KNOCKOUTS / 0 TERMINATIONS. / I t ( WITH A %2" CONDUIT 9" A.F.F. TO THE CEILING JOIST. I / ! 1 i ! ° +48' 8. CONTRACTOR SHALL FREEWIRE LOW VOLTAGE CONDUIT TO INCLUDE PULL CORD. / 1 1 CABLES ONLY UPON COMPLETION OF PAINTING IN THE - - - - -I - - - -1__T - II SS INSTALLATION AREA. 1 ♦ 1 I I - - - - ij J - --- ---------------------- ----------)�------------ - - - - -- - -- ---- - - - - -- --- ---- -------------- ---- - - - - -- - - - - ---- - - - - ----------- --------------- -- ii--C------------------ - - - - -i----------I-li- -- --------- +36' II i i I � CONTRACTOR TO INSTALL 2"C FROM1771 COMM'A' TO COMM'B'. CONDUIT LENGTH I I 1 1 ( / NOT TO EXCEED 275 FT, I, �I I - i ♦ , I i , ( i I II II ,-i - NOTE: TOTAL LENGTH OF 2'C TO BE VERIFIED AND I I l ( / SIGN -OFF REOUIRED BY GENERAL CONTRACTOR OR i I it II I' I PUBLIX ELECTRICAL SUPERVISOR PRIOR TO BACK SECTION 1 I ♦ FILL. SCALE: %i =1'-0' i I 1 � � I ❑ � MEASURED LENGTH TO THE NEAREST FOOT: FT, ! ! ❑ r 4 ,' I ♦ i I II 11 I I COMM RACK WITH 2OA. PIG -TAIL ! 1 I CABLE TRAY RECEPT.- ( / GENERAL CONTRACTOR II I ❑ j I I I iI ;I = Q NEA I 1 I II / I CCTV FRAME RELAY KSU nuro I I I I I ' ✓/. I I aTreraxa PUBLIX ELECTRICAL SUPERVISOR LOTTERY RAD ( I I I O I ! TICKET I I ' 11 I +481 i SS _ I ♦ � MASTER ' I I II I J / I 3/' C TO CEILING SPACE I I ♦ PROVIDE AND 1NSTALI- 'IN USE'COVERS FOR 1 1 ' CASE MTD. DEVICES ASI I i 4 MODEMINDICATED. COVERS TOI--------- ----- -- --- - ------- --- - -- ------LL ❑ IBE HUBBELL #WP$M 1iUll - --- -- ♦ --------------------------------- ----- -- UPS VI11E0--[�------------ --- --- --- I --- ----------I i� - -�/ ------ 1 i II . im � I 4 I I 1 JER I ♦/ I II LE '4 I ! ! O E C T I O N 2 ! ' - - _ - - - _ _ _ _ _ = e40',. 0 2 0� ME-13K , of / I I SCALE: Y =1' 0' ; PUBLIX ♦ I - = - _ CONTRACTOR TOI PROVIDE t++ PLOT DATE: STUBUP AND PULL STRING �FOR COMM.CABL�E INSTALLATION I ,%fg' 48'=_____1M JAN 08 -I I I __ __ _ -- - -- -- I BY OTHERS. WALKER DUCT CLIPPEDA 1 OUT FOR CLARI Y 1 i 48' „ - r I /_ ____ _ _ _ _ _ ____ _ _ __ I ____ _ _ ___ 1 -,r ______ �_____ ___ 1 �r , DE-128_ - -_ _ ___ ______ _ _ - -_= s =_ - __ - -__ s =� E �__ ___-________________ K W_ = === === = = == = = === === s = _= = === = === = == === _ _ E-13F = ======1======= I r'$r - REVISION DATA: -1-------------------------- r O 'N' �!C ACTO T ROVIDE COMPATIBLE( DAUL PORT /�q/ ,p, 3ATBL/DE ICE G0/81D7EVICEMA6-GYi 828GFITC �/ C C C , C C C C C ___' ___� ___� ___� y.i / / I i ---------------- I I BORGEN HUTCH v ®� ! % I Lj PAGE PHONE 1 1 - - - *TTw I +4 . +40' T = _ _ _ I _ _ , - +48' 1 = _ I ss #1245 (REPL. #0390) - - - - - - �- - - DSD I ZEPHYR COMMONS + ' I L - I IIL----- ------ (� ------ I II '_ +4g• HE-12F / �; 1,T-----------------------^---------------- - ,'- ' Q ; PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., E;13 �-°� ------------- 11 I III �-_�� M 4 ♦ - L - IN UDE AND RETAIN PU { ' D E-13 B I II' I I O FLORIDA ♦ E-12 K d E-I2 0 1 I ST ING IN 11/"C TO COM "A' / - - _ ,8 V I1 I' I I I ALr. u E 12 + I III f I I 2 2c , I+48' � CONTROLLER - ___�- II r----------------- - - - - -- ---1--- I'l ,S, ,0, ,EB,,EA, -------------------------- II - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - 1-48' INSTALL (1)1-GANG J BOX PEOPLE I WITH PLASTER RING 4NO �'C I I U112707 2 1 PLANNER ( i WITH PULL STRING TO COMM A JO JO DRAWING TITLE: (+48 A.F.F.) I 1 I IF THE CEILING IS HIGHER THAN ll'-O', FLUSH OUNT THE J-BOX IN THE WALL AT 10'-0' A.F.F.. I 1 IF THE CEILING IS ll'-O' OR LOWER, FLUSH MID T THE J-BOX IN THE CEILING 2'-0' FROM THE WALL. i I ELECTRICAL I IN BOTH CASES WHERE POSSIBLE, INSTALL THE'J-BOX 12'-0'FROM THE ATM MACHINE OPPOSITE SIDE OF THE STORE ENTRANCE. LEGEND ALL DEVICE MOUNTING COMMUNICATION SYMBOL DESCRIPTION ! PLAN I I v VOICE AND DATA COMBINATION I o DATA ONLY HEIGHTS TO BE MEASURED - TELEPHONE ONLY -SS TELEPHONE W/STAINLESS STEEL COVER PLATE TO BOTTOM OF DEVICE SCALE: 1 /8 "= t'- 0" NOTE: CONTRACTOR TO PROVIDE J-BOXES (+18' A.F.F. OR AS NOTED)AND CONDUIT TO CEILING OR JOIST SPACE ONLY. ALL COVER PLATES PROVIDED BY CABLE INSTALLER. UNLESS NOTED OTHERWISE of 17 0-JAN-2008 10:13 xmuc P:\1200-1299\1245\I245e0G.dgn GENERAL FIRE ALARM/SECURITY NOTES FIRE ALARM LEGEND ELEVATOR WARNING LIGHT 48" A.F.F. IN SINGLE FLOW SWITCH -CONNECTED BY FLEXIBLE CONDUIT EY FROM 4" SO. BOX. MODULE MMF-301 SPRINKLER SPRINKLER F.A.M.R_ 2##'16 FPL GANG J-BOX. ADI LE -Ell PUBLIX ELECTRICAL F.A.M.R. 2#14(HC) FPL • SUPPLIED INSTALLED FINAL TAMPER PROOF SWITCH -CONNECTED BY FLEXIBLE SYMBOL DEVICES BY BY CONNECTION CONDUCTOR FIRE ALARM STROBE -'RED' INSTALLEDTHEBY IN THEC4'RSO. BOX SS-24MCWAT 80, PUBLIX F.A.M.R. F.A.M.R. 2#14(HC) FPL CONDUIT FROM 4'SO.BOX.MODULE MW-301 SPRINKLER SPRINKLER F.A.M:R. 2n16 FPL 1. TOEBID ORPURPOSE RICE AHRACEWAYWAND OUTLEETESYSTEM FCLOSEATO THATEWHICH IIS EXPECTED TO BE 3 OR JOIST SPACE. COL. MTD. DEVICES TO CONSIST OF A FLUSH MTD. J-BOX WITH 1*'(MINJTO CEILING ix. FIRE ALARM PANEL -INSTALLED 5'-O'AFF PUBLIX ELECTRICAL F.A.M.R. DESIGNED BY THE FIRE ALARM/SECURITY ENGINEER AND TO PROVIDE THE FIRE ALARM/SECURITY ubi ® #MS-9200 FIRE ALARM STROBE -'RED' CEILING PUBLIX F.A.M.R. F.A.M.R. 2#14(HC) FPL F.A.M.R4. ALL ENTRY POINTS FOR CABLE TO CONDUIT OR J-BOXES TO HAVE PROPER BUSHINGS INSTALLED. � MOUNTED IN 4" SO. Box SMOKE DAMPER BY OTHERS MECHANICAL MECHANICAL F.A.M.R. 3##10 FPL ENGINEER WITH CERTAIN DESIGN CRITERIA. S U P E R MARKETS la POWER SUPPLY 24 V.D.C. BWHEELOCK RSS-24MCC-FRA ANSUL SWITCH CAT A32222 DUAL 5. CONTRACTOR SHALL FREEWIRE LOW VOLTAGE CABLE ONLY UPON COMPLETION OF PAINTING IN THE PUBLIX ELECTRICAL F.A.M.R. F.A.M.R Al CONTACTS. FIRE-LITE mMF-301 BY OTHERS MECHANICAL F.A.M.R. 2. THE F.A.M.R. SHALL MEET NFPA 70, NFPA 72, NFPA 90A, NFPA 101, ADA AND ALL APPLICABLE CODES INSTALLATION AREA. REMOTE [TE FCANNUNCIA Q FIRE ALARM OUTDOOR 8FINISHE GINSTALLED PUBLIX AS NEEDED F.A.M.R. 2#R14(HC) FPL J L 4• SD. BOX 10'-0` ABOVE FINISHED GRADE. REMOTE LCD ANNUNCIATOR KEY PAD. PUBLIX F.A.M.R. F.A.M.R. 4c#18(SH) FPL WHEELOCK 43T-010-24R EOLR END OF LINE RESISTOR PUBLIX F.A.M.R. F.A.M.R. AND ORDINANCES. F A MOUNT TOP 5'-0' A.F.F. F[RE-L[TE "LCD-80F DUCT SMOKE DETECTOR CONNECT BY FLEXIBLE 4#16 FPL ESL 204-12/24 SMOKE POWER O CONDUIT TO J-BOX (NOTE: VERIFY SIZE OF ECL PUBLIX F.A.M.R. F.A.M.R. A. THE F.A.M.R. SHALL SUBMIT SHOP DRAWINGS OF A FIRE ALARM AND SECURITY (BURGLAR) SYSTEM, I SAMPLING TUBE )FIRE-LITE *D35ORPL PUBLIX MECHANICAL F.A. 2xr16 FPL SUPERVISION MODULE CORPORATE OFFICES, FACILITIES DESIGN KB KNOX BOX-8`0'TO 10'-O'A.F.F.LOCATED PUBLIX F.A.M.R. F.A.M.R. 2#22 FPL HC - HORN CIRCUIT SIGNED AND SEALED BY AN ELECTRICAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT AS REOUIRED BY LOCAL AUTHORITY Z PueLtx F.A.M.R. F.A.M.R. 4#22 FPL SH - SHIELDED IS TO BE BUILT. THE SUBMITTED DESIGN SHALL ACCOMODATE THE CONDUIT AND DEVICES SHOWN BOX407,LAKELAND,FL33802 P CEILING MOUNTED PHOTO ELECTRIC SMOKE DETECTOR. FIRE-LITE 4S0350 BS - BURGLARY SOUNDERS ON THE DRAWINGS, BUT MAY AUGMENT OR INCREASE THE QUANTITY AND/OR SIZE OF THE CONDUIT (863) 680.5295 SDP - SMOKE DETECTOR PANEL AND/OR DEVICES, IF REQUIRED TO MEET ANY OTHER CRITERIA. THE F.A.M.R. SHALL MEASURE PHYSICAL ADDRESS: J BOX JUNCTION BOX - 18•x0x6'MOUNTED ELECTRICAL ELECTRICAL ELECTRICAL AT CEILING (12`0'A.F.F.) �D ANSUL SWITCH CAT 932222 DUAL CONTACTS B`I OTHERS MECHANICAL F.A.M.R. 40n4 FPL AMBIENT SOUND LEVELS TO DETERMINE APPROPRIATE AUDIBLE INTENSITIES. 3300 PUBLIX CORPORATE PARKWAY, REMOTE LED KEY PAD FIRE ALARM MANUAL PULL STATION INSTALLED B. BATTERY/POWER SUPPLY CALCULATIONS SHALL BE SUBMITTED ALONG WITH VOLTAGE DROP LAKELAND,FL338T]-3311 H a INSTALL IN 1 GANG AT 5' A.F.F. PUBLIX F.A.M.R. F.A.M.R. 2#16 FPL 4•SO.W/ SINGLE SANG PLASTER RING BOX 48• - - - - AND t'IRC@tT- LGAfl-CA-LCUL-ATIONS FOR NOTIFICATION CIRCUITS. INSTALL I D2155 A.F.F.. / SINGLE GANG STBOX PUBLIX F.A.M.R. F.A.M.R. 2#16 FPL - {]- - - - - - - - - - - - - - - - - - - - - - - -E3- - - - - - - - - - - - - - - - - - - - - LED ANNUNCIATOR F.A.M.R CEILING MOUNTED RATE OF RISE -FIXED • C. INTENSITIES OF AUDIBLE AND VISUAL DEVICES AND MEASUREMENT OF AMBIENT SOUND © FIRE ALARM PUBLIX AS NEEDED F.A.M.R. 4c##1B(SH) FPL l R/F ADDRESSABLE HEAT DETECTOR. FIRE-LITE UH355 PUBLIX F.A.M.R. F.A.M.R. NOTES• LEVELS SHALL BE NOTED ON THE SHOP DRAWINGS. PUBLIX FACILITIES �.1 OUTDOOR BURGLARY SIREN - ADT PUBLIX F-ANEEOED F.A.M.R. O SAFE / DOOR CONTACT INSTALLED IN PUBLIX F.A.M.R. F.A.M.R. 2u22 FpL 1. ALL COMPONENTS TO BE COMPATIBLE. U.L. LISTED ANO LABELED. DESIGN DEPARTMENT �o INSTALL IN 4' SO. BOX 4' SO. BOX. ADT °34542M/345425 D. A SYSTEM RISER DIAGRAM SHALL BE SUBMITTED ALONG WITH INDICATION OF ALL CONDUCTOR 2. F.A.M.R.- FIRE ALARM MANUFACTURE REPRESENTATIVE TYPES/SIZES/OUANTITIES. DAVID TAULBEE AIA �I1 BURGLARY SIREN INSTALL IN 4'60. PUBLIX F.A.M.R F.A.M.R. IR INFRARED DETECTOR - SINGLE GANG MTO PueLtx F.A.M.R. F.A.M-R. 4u22 FPL 3. ALL WIRING TO BE TEFLON COATED AND SUPPLIED AND INSTALLED BY FIRE ALARM CONTRACTOR. LJ L) SYSTEM SENSOR PA40OW AS NEEDED AT 7'-0' A.F.F. ADT wDS774 ARCHITECT - FL. REG, 91318 4. ALL CONDUIT AND JUNCTION BOXES TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. E. PRODUCT DATA SHEETS FOR ALL PRODUCTS REQUIRED FOR THE DESIGN SHALL BE SUBMITTED. CONTRACTOR TO PROVIDE 3f'C SLEEVE AND LB WITH 3l"C FIRE ALARM HORN -STROBE -'RED' DAVID RUB) EXTERIOR WALL MOUNTED IN 4'SO.BOX AT 80' PUBLIX F.A.M.R. F.A.M.R. 2#14(HC) FPL CR ADDRESSABLE RELAY MODULE PUBLIX F.A.M.R. F.A.M.R. 5. ALL AHU'S SHUT DOWN UPON ALARM, VIA FIRE ALARM CONTROL RELAY. F. THE SUBMITTAL SHALL BE PROVIDED TO THE OWNER, GENERAL CONTRACTOR, AND ELECTRICAL TO JOIST SPACE (TYP. FOR ALL N, AIA WHEELOCK ASWP2475W-FR 95 dBA) CAT. #CRF-300 6. SMOKE DETECTORS TO BE 3'-O' FROM AIR SUPPLIY VENT AND NOT IN AIR FLOW. CONTRACTOR FOR REVIEW/APPROVAL. EXTERIOR MTD. DEVICES UNLESS ARCHITECT-FL.REG.1188 GA. REG. T 1881 FIRE ALARM HORN -STROBE -'RED' INSTALLED DOOR HOLDER. #FM 998 PUBLIX F.A.M.R F.A.M.R. 4#22 FPL 7. USE RED FIRE ALARM STROBE BACK BOX FOR HORN/STROBES MOUNTED ON NOTED OTHERWISE) _ - SC. REG,7477 ® IN THE 4'SO.BOX AT 80' PUBLIX F.A.M.R. F.A.M.R. 2414(HC) FPL H AS NEEDED COLUMNS/WIREMOLD COMMUNICATION POLES. G. IF REQUIRED BY THE JURISDICTION HAVING AUTHORITY, COMPLETE INFORMATION REGARDING THE _ AL REG.623A WHEELOCK AS-24MCW-FR 75 CANDELLA (MIN.) REMOTE TEST BUTTON - BUTTON WITH SYSTEM SHALL BE SUBMITTED TO THE AUTHORITY FOR APPROVAL. ' TN.REG.103497 Z7 FIRE ALARM HORN -STROBE -'RED' INSTALLED 4' J.B. & PLASTER RING G'-O' A.F.F.) ON COL. PUBLIX F. A.M. R. F. A. M. R. 4#14 FPL 8. THE FIRE ALARM SYSTEM SHALL BE POWER LIMITED IN 4'SO. BOX. SET AUDIBLE TO 95 dBA. PUBLIX F.A.M.R. F.A.M.R. 2&14(HC) FPL #RTS 451 9. ALL FIRE ALARM CONDUCTORS SHALL BE TYPE FPL UNLESS NOTED OTHERWISE. H. IF REQUIRED BY THE OWNER, OR IF ANY RACEWAYS OR OUTLETS ARE REQUIRED TO BE MODIFIED JOHN W. KITCHENS, PE 100 CANDELLA (MIN.) WHEELOCK AS-24MCC-FW NOTES: _ - _ - _ t CIVIL/STRUCTURAL-FL. REG. 45277 FROM DRAWINGS, ANY OR ALL INFORMATION (INCLUDING APPROPRIATE CALCULATIONS) BE I I GA. REG.020251 oo SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL. Ii SC.REG.16340 ' I I I I I I FOR SENSOR LOCATION I I I ( I I AL. REG. 20382 TN.REG.101507 SEE DETAIL 9, SHEET E-10 PAU L C. HARMAN, PE STRUCTURAL-FL.REG.51959 G-- - - - - --- ------ - - - --------------------6------- - - - - -------------------- - - - - --- - - - - -- - --- - - - - -- - - -- I=EIOX------- ------------------------------------------------------------------------------------- --- ----------------- ----------- ---- P PRODUCE/ PRODUCE SC. REG.21754 N -F/A POWER AL. REG.2A905 GROCERY/ WOMEN- MEN-2 l PALLET ELEC TN.REG.107882 2 SUPPLY 'C' I MEAT OFFICE { AN R/F STAGING ,Z QUIP 1 I �P I I � I JOHN J. CARAMALIS, PE I MECHANICAL - FL REG. A3869 RECEIVING/STORAGE -- 1----- _- I EOLR I I 3,:t i I - I I SC. REG. 16521 GA. REG. 021246 AL REG.20581 ED IN I LOCATED IN I C ( RECEIVING/STORAGE C'EM` TN. REG.108507 MEAT ROOM MEAT ROO I (BELOW) +7'- 'O I � r %lipl ZE' ANTHONYMECHANICACLEMENTI,1 PE J-BOX , (BELOW) B AC- 5 - ROOF F -- - --- - - - - - ---- - ------ (Ac-51- --i- -------------------- j-----------------SF-Lr-5fL, D` - --------------- F SC. REG.25591 ---�-------------------------------------- -kiRT-EM-'E GA.REG.31882 - - - - - - - - i ® MOPS MOP2 5 X 8 (X) O) \/ I \J I AL REG. 28469 _ ` ( m TN. REG. 111382 O COOLSEAFER 0 1 1LAI 14x28x(1P1) ,R, I I CR F ( I ELECTRICAL- RAYMOND J. SIRIANNI, PE I 14x46x(10) DAIRY COOLER I FROZEN FOOD/ICE 12x18x(10) 12x12x(1P) ® 1 Eon I I CREAM FREEZER ��'ASSIAGE B MEAT CHICKEN R F R/F I I I 12x26x(1(�) ( SC. REGFL REG. . WATER PRODUCE O O U C E GA. REG. 025636 SEAFOOD SSAGE A , , PRODUCE WORK ROOM AL PEG.23065 B, i FREEZER COOLER TANK ,;, Oe„ ,,,,, �I H' i i i COOLER TN. REG.108038 � I ELECTRICAL - FL. REG. 59422 IF A, rl GA. REG. 31492 n NORMAN METER, PE _if_ �_---j==---�---_-- --- -$---- --- ---(------------ ---- - SC. REG.25290 AL REG.28079 L�, I I PI, ®-----------------------------------I----------1 I E I I �- ) -� \ (E fl COPYRIGHT 4008 I PUBLIX SUPER MARKETS, INC. i EOLR I I ( THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE I I I I I I I COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT I I WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE 1 I I I I ( DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ I li I I THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE I MINIMUM BUILDING CODES U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -f I' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - - - - - - - - - - _ _ _ _ _ _ _ _ _ = �C HA r PERIMETER SALES II I I 1, I II I I I I i I it i i I I , I I I HSNG EG ii i I 11 it I I DEVICES TO B M t9. IA 4'x4' JOIST I MTD. J-BOX WITH 4` R GID CONDUIT it I /-TO 4'x4' J-BO V. OF THE BOTTOM P OF THE SALE FL R LUMINAIRES (TYP. I FOR ALL SAL FLOOR PENDANT MTD. u DEVICES). - I I NOTE: ALL-THR OT PERMITTE . DELI SUPP i / II i I I EOLR 8x12x(T(1J) I I I I I ( NSUL '/r �� ANSUL COOLER �! DELI I ( #1 2SW#2 (UNPREP) i , - - - - - - i- - - - - - - - - - - - I ---I- - OP -_ F/A POWER D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +- - - --F� - - - - - - - - - -i- t - - - , - - - SUPPLY- B- - - - - - - - - - - - - ( - - - - - - - - - - - - i i i I II I I I ,I II I ❑ I I I i I I II I I i I I I ' I Ej I i i i I I I I II 11 ( I i 1 I I i II I I 1 II II - I I - � II � I ( I � E II �i ❑ � �I RTRTi i j I I I PDEL Q C- 4 C-4) I�\(�q lR AC-1 EOLR AC-2 FL H DEPT l I 11 I , I I i i I loxl2x(1P) I ,10 2008 C -- - ------ ---- --- ------ -- ----- --- ---- - - ---- - ------------ - ------ - --- -- ---------------- -- ----- - - -- -- -- ---- ---------------- - -- -- -------------------- -r--- ]----------� fi- D-I�OtE-R- --J -------- - - - - - a -------- T ' I al -------(PREPARED) T T I I II II EL[NG I I II II s- I IR z7 - i I I I I ' '_ _ _ _ PUBLIX, MOUNTED IN MOST Arc ACCESSIBLE LOCATION MOUNTED IN MOST I_ - - - _ -'- - - - - - - - - - - -I I ACCESSIBLE LOCATION I ( I II I A AT +7'-8" A.F.F. (TYP.) AT +7'-8' A.F.F. (TYP.) i I PLOT DATE: (AC-1) I I (AC-2) I I I - - - - _ _ _ _ - - _ DELI/ NOTE: - - - - - - = - - BAKERY 10 JAN 08 { ® I I I I ALL CONDUIT HAS BEEN REMOVED I I. = OFFICE CHECK-OUT FROM THIS PROJECT UNLESS 1� OTHERWISE NOTED OR REQUIRED I ' I I I I ► I ,' 10xl4x(1 J) REVISION DATA: BAKERY/ r---=----F> I I 't' DELI 01 NOV 07 1 r, ` FREEZER ------- ; I PHARMACY ---; ---; --- I ---; - - ; -- --- - - --- -- - I125 I ---- --- --- I- ----- ----'---- - ---- ---- ---- -- -------------------------- _'�-� _ - - _ � _ -� , , �' - - - - - - - - - - - - - - - - - - - - - - - - - / ED ==__-mm -z-_--_-_-_-_--_-=_=___-Lam__-__=s��-_______== '/y' -I - �.y}J¢�- - - �. EOLR / /�/ // O ,N, COMER / /// I I I I I SERVICE 'P' // 5 0 #1245 (REPL. #0390) LF/5 I AC- 6 I ! FLORAL /! 9 ®�- 3 ZEPHYR COMMONS STUB UP / C VIA l OI OI I -----�'� ' #.H451-'FROM � --- -- _------- ---, Z I cR PRETTY POND RD. & HWY. 301 I WALKERDUCT I - - - - - - - �_ � _ _ - _ - - - ®� I ZEPHYRHILLS, PASCO CO., 1 I i STOR +5'-0. RT I I 1 j�_�� a �_ _ _ _ _ (AC-6) RT ' J Box v) K I BAKERY DE FLORIDA � i I If STOP/ - - - ---'--------------------------- III------.�_ I CJHIER .1___ ' ,------ - - - - -- f�-------- - - - - -- III ,`-I �J � •� LOUNGE -1ST TIDN = _ _ _ _ _ _ _ _ _ _ _ _ _ 11 EM TRAINLNG OFFICE GENERAL ¢ EXIT I I -C - - - V112707 I I STORE ( u VESTIBULE i i I 11i ENTRANCE I MEN-1 J I ( I (1 I,1 VESTIBULE I WOMEN-1 8x8x(1P) DRAWING TITLE: MANAG R P 8x18x(10) P/ I Q BAKERY I BAKERY EOLR I J Box Lt_ FREEZER COOLER -------- -- -- ----------------- -- - -- I - B ELECTRICAL II ( O I , I I I SCULLERY S, ,O, 'EB'EA' �-C FCP---------- - -- -- --------- -- ----- ------------------ --- ------ - --- ------ --- ----- - - - - - - - F/APOWER--- -- ----- -- - ---- -- - ------ -- -- ---- ---- --------------------- - --- f' - - -- - - - - - SUPPLY 'A' ' FIRE /BURGLAR I I I �' COORD. MTG, K 8 HT. WITH LOCAL I I I I ' A.H.J. I I I I I ALARM CONTRACTOR TO PROVIDE I I TOCJOIST SPACED (TYP. FOR ALL ( I I SLEEVE PLAN EXTERIOR MTD. DEVICES UNLESS I I I NOTED OTHERWISE) 1 i I I I i I i SCALE:. 1 /8 V- 0" I I I I I I I I I I I I I I I I I I , I a Of 17 -JAN-2008 17:22 xmwc P:\1200-1299\1245\1245e07.dgn P u b ll'o xe SUPER MARKETS MAGNETIC DOOR SWITCH. SUPPLIED BY ELECTRICAL CONTRACTOR (SENTROL #2507AD) I I I I I I I i I I 1 I I i C -- ----- --- ----------------- --------------------------------------------------- --- ----------- -- -------------------------------------------------------------------------- ----------- --- -- - ----------- - - - - ----------- - - - - ------ - - - - - - C -------- 1-2C#18SH. -- I I I I I MECHANICAL CENTER I I j i 6#14 IN Y2 C TO CONTROL EM-1 1-2C#24SH (CAT IV/LONWORKS) AND EM-2 CONTACTORS. SEE (ON ROOF - MECHANICAL CENTER --- -- -- r - - - - - - - - - DETAIL 14, SHEET E-10 FOR I EMS WIRING PRE -INSTALLED BY I I ( 1-2C#24SH (LENOX NETWORK) WIRING OF EM-IGEN I ALLUCONNECT CONNECTIONS AER MINATE I I I I TERMINAL JUNCTION BOX) +96' 1-2C*i8SH. & i i 4 9#14 IN '/�° C EAMS M'E` (ll CAT 5e (2) CAT 5e 0 EMS ,A, Te s 1-4C#18SH. COMM --- --- - -- --- -- -- - - - -- --- --- ------ -- --- ----- ---- -- - - -- --- --- -------- - AC=- - - - - ---------- - - - - ------------- - - - - -- - -- - ----------------� F I mom - HOPi - 's Lr L F J 31114 IN Y2' C ( (' L I T 9*14 IN Y2' C I �>� �i +$4° +84 6*14 IN Lj2' C R, I I I 1-2C#i8SH. 1-2C#i8SH. 2-2C#18SH. 1-2C"18SH. TOIUNIT "1 - COORD. I1-2C'18SH. J { ll 914INhu 1 C TO UNIT #1 - COORD. 6#14 IN V2' C ' , .. .o<..< .. .. ... .... . .. . ...... . (CONNECTION WITH H I 6#14 IN !�' C A, ' MANUF. REP. 6#14 IN W, C --- I- -- -- 6#14 IN -- -- -- ---- -®-- ----------® ----- - - - - - -- I _-----___-___________ - --- - - - - -- -____-______- -- - 1. ENERGY MANAGEMENT SYSTEM INSTALLATION RESPONSIBILITY 2. REFRIGERATION CONTROL EQUIPMENT 3. DESCRIPTION RESPONSIBILITY COMMENTS 4. PUB RM RIC HC CEM RCM EC ACM CPC 5. FURNISH ALL TEMPERATURE AND HUMIDITY SENSORS X 6. INSTALL WALK-IN SENSORS X 7, WIRE TEMPERATURE & HUMIDITY SENSORS X 8. FURNISH AND INSTALL CONDUIT/WIRING FOR REMOTE SENSORS I X 9, FURNISH AND INSTALL ALL CONDUIT/WIRING BETWEEN CONTROLLERS X 10. FURNISH AND INSTALL ALL CONDUIT/WRING BETWEEN ALARM PANELS X 11. FURNISH AND INSTALL ALL CONDUIT/WIRING TO REMOTE 1/0 BOARDS X 12. FURNISH REMOTE I/O BOARDS - EMS BOARD X 13.INSTALL REMOTE VO BOARDS X 14. FURNISH ALARM PANELS (IF APPLICABLE) X 15. INSTALL/WIRE ALARM PANELS (IF APPLICABLE) X 16_ 17. 18. ENERGY MANAGEMENT SYSTEM LIGHTING CONTROL 19. LIGHTING CONTROL EQUIPMENT 20. DESCRIPTION RESPONSIBILITY COMMENTS 21. PUB RM RIC HC CEM RCM EC ACM CPC 22.FURNISH REMOTE 1/0 BOARDS,8RO'S & W/TRANSFORMERS AND ENCLOSURES X 23. INSTALL/WIRE REMOTE 1/0 BOARDS, 8RO'S & W/TRANSFORMERS AND ENCLS. X 24. FURNISH, INSTALL, WIRE AND TERMINATE LIGHTING CONTACTORS W/ENCLS. X 25. FURNISH AND INSTALL ALL CONDUIT/WIRING FOR LIGHTING CONTROLS X 26. 27, 28. HVAC CONTROL EQUIPMENT RESPONSIBILITY 29. HVAC CONTROL EQUIPMENT 30. DESCRIPTION RESPONSIBILITY COMMENTS 31. PUB RM RIC HC CEM RCM EC ACM CPC 32. FURNISH EMS A X 33. INSTALL, WIRE AND TERMINATE EMS A X 34, FURNISH CPC BOARDS, 81/0, 8RO(C),16AI X 35. INSTALL CPC BOARDS, 81/0, 8RO(C),16AI I X 36. FURNISH ALL PRE -SPECIFIED SENSORS AND CONTROLS X 37.INSTALL ALL PRE -SPECIFIED SENSORS AND CONTROLS X ';8. FURNISH nlvC ASTALL ALL CONDUIT/WIRING TO CPC/RMCC X 39. FURNISH AND INSTALL ALL CONDUIT/WIRING TO HEAT RECLAIM X 40. FURNISH AND INSTALL ALL CONDUIT/WIRING TO ALL REFRIGERATION RACKS X 41. FURNISH AND INSTALL ALL CONDUIT/WIRE TO VAV AND DUMP BOX CONTROLS X 42. FURNISH AND INSTALL ALL CONDUIT/WIRE TO FURNISHED CONTROLS/DEVICES X 43. FURNISH CPC 1/0 BOARDS FOR EXISTING HVAC EQUIPMENT RETROFIT X 44.INSTALL CPC 1/0 BOARDS FOR EXISTING HVAC EQUIPMENT RETROFIT X I ALL COLUMN MOUNTED DEVICES - - - TO BE INSTALLED IN SINGLE GANG WP BOXES (TYPJ PHARMACY 125 1-2C#IBSH. +84' T5 -4C*18SH. 63114 IN Y2' C ® : • o6 =_ ' U) cn cn a? N c I 1 I 1- Il1BSH. & 1- C#i8SH.\ 1-2C#, 1-4C#18SH. 1-4CI V- 4 r -_ '4 I-2C98i THERMOSTAT TO BE MTO. L--------------------------------------------- - - - I I I UNDER CONDENSER ON RACK. I ( I I ( I I I I I 1-2C#18SH. FROM MECHANICAL I CENTER. CONDUCTOR SUPPLIED WITH MECHANICAL CENTER (COORD. WITH MANUF.& PUBLIX REP.) I I ---------- - - - - ----------------- - - - - ----- ---�3-------------- I II I I I I I ( I I I I a w c a w I I 2 = i Ln I so # u � I N N I I ( I I I I I I Ln I ( --- ---- - - - - ------------- - - - - -[---------------------------------- --I-------------- I I I 1 I I I I I LEGEND= PUB = PUBLIX RM - RACK MANUFACTURER RIC - REFRIGERATION INSTALLATION CONTRACTOR I HC = HVAC CONTRACTOR CEM = CONDENSER AND EVAPORATOR MANUFACTURER OEM I RCM = REFRIGERATED CASE MANUFACTURER EC = ELECTRICAL CONTRACTOR ACM HVAC MANUFACTURER CPC = COMPUTER PROCESS CONTROLS I I I ---- -- ----4---------------- --------------- - I ( I Y i 0 3 w z x 0 z w cn I = _ ' N I " CD N U ( S I v N # I N i i i I I I r r f ri it I I Ir -il ------------- - - - --- - - �ri- --rt------ - - - - -- --- - I I I 11 II I I II II I I II I I I II I I I II II If I i III ,I I I 11 II I I I II II i I II II I I II I I I I II I i I II it II I I I I II I I 11 II i ( I it II 1-2C#24SH. (COM A) i -I/0 $-I/0 GENERAL INSTALLATION NOTES I I i I AC-4 I II AC-1 I AC- 2 1. ALL CONDUIT STUB UPS SHALL ( I I I 11 8-I/0 11 HAVE A PULL STRING AND BUSHINGS 6. IN ADDITION TO CONDUIT SHOWN I as ON TERMINATING END ABOVE CEILING FOR EMS A, ALL CABLING SHALL BE I i i OR AT JOISTS. INSTALLED FROM EMS A PANEL/WIREWAY I II it m II co CO TO THE JOIST. ALL CONDUIT STUB UPS Ii i u I 2. ALL CABLE PENETRATIONS THROUGH SHALL HAVE BUSHINGS AND PULL STRINGS. i ii C:)f N v WALLS, CEILINGS, OR ROOF SHALL BE I II _ SLEEVED WITH CONDUIT AND BUSHINGS 7 IN ADDITION TO CONDUIT SHOWN FOR rd +84' ON BOTH ENDS. EMS BL CABLING INSTALLED N I I FROMEMSB TOE ACCESSIBLE 3. ALL EMPTY CONDUITS SHALL HAVE A SPACE. ALL CONDUIT STUB UPS SHALL 1 I I II 0 N I PULL STRING. I HAVE BUSHINGS AND PULL STRINGS. I ( I li it w I- II II 11 II II II II II II II it ------------ (A I I I I I I I I I ------------ C I ----------- --- --- -- - --------- -- -- --------- - - - - -- -- --- +---�}----------I---I---- - - - - -- -- - - ---- - - - - -- ---- d5 - -- ----------------------------------bPb----- ----------------------- -- 8. ALL TEMPORARY HUMIDITY SENSORS ------ I I +96 4. EXPOSED CABLE SHALL BE INSTALLED SHALL HAVE CABLING TO BE INSTALLED i I Ii II o L # t . +96' PARALLEL AND PERPENDICULAR TO I z 3 14 IN j2 C I I ( IN CONDUIT TO ABOVE THE ACCESSIBLE I II LLJ SURFACES OR EXPOSED STRUCTUAL II I i MEMBERS AND FOLLOW SURFACE CEILING OR TO THE JOIST WITH BUSHINGS ' I II - CONTOURS WHERE POSSIBLE. ANY I AT THE CONDUIT TERMINATION. I I I L CABLES NOT INSTALLED ALONG THE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I I I I ( CONTOURS OF THE STRUCTURE SHALL I 9. EXPOSED RUNS OF CABLES SHALL BE i I I BE ENCASED IN CONDUIT WITH BUSHINGS i AENCASED IN CCESSIBLE COND IT BELOW JOIST OR i _ - _ _ - - J 5. CABLES SHALL BE SECURED AND I I I SUPPORTED AT INTERVALS NOT I 10. SEE DWG. E-14 FOR EMS DETAILS. EXCEEDING 30"AND NOT MORE THAN i I I G' FROM CABINETS, BOXES, FITTINGS I I AND TERMINATIONS. I I I I r '1r I 1-2C#24SH (LENOX NETWORK) �i r (D I I n fi # .& 4 i il-2C*18SH 1-2C#18SH. 1-4C#18SH. 212C*i8SH. +84 1 -2C#1BSH. COORD, LOCATION WITH MECH. - (TYP. FOR NUMBERED T-STATS) r rr0 -) ,N, ,P, ERV TO'OPERATE ONLY WI}IEN A/C-6 ( ) I r �� I i r it �' 3#14 IN YZ'C I BLOWERIMOTOR OPERATgs. I I I rr `ir I I ERV-1 r u 1-2C#18SH. AC- 3 ! 3*14-Y2'C (VIA EMS DRY CONTACTS) I I �! - - - I I\ - I I I I "-�-------- V+8 _ - r - --- ------------------------------------ - - -- �- I'I III-- - - - - - -- I I I 1-2C�18SH.& L------------- '-- --- -- - ----- 1-4Cr18SH.--- ------------1IF I I III I I I,I 1-4 418SH. 1-2C"18SH. V- IT CI I I I I I I I I I i 1 I I I I I I I I I I I I I i i I i I i I I I I I I I I I I 3#14 IN Y2' C CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 3391 1-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AiA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 AL REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SC. REG.163AO Al. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 277AO SC. REG.21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG.021246 SC. REG. 16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG, 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG,025636 SC. REG.19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL REG. 28079 COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE:. #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54.4 ELECTRICAL EMS PLAN SCALE: 1 /8 " = V- 0" 10-JAN-2008 10:07 xmwc P:\1200-1299\1245\1245e08.dgn of 17 _'4 CO �m �'m 5 �m 4 WP N o WP 1 1 I 13 15.0 kW _ of 208V A C- 3 A C - 4 ALL EQUIPMENT AND CONDUCTORS IN THIS MECHANICAL NOTE: (73.1 R.L.A.) (70.0 R.L.A.) CENTER TO BE SUPPLIED AND INSTALLED BY OTHERS 15 A. BRKR. REQUIRED BY UNLESS NOTED OTHERWISE WITHIN THESE DWG.s EQUIPMENT MANUFACTURER AC-1 (114.0R_L.A.) I----------------------------------------------------------------------------------- - - - - -I I i I _BY OTHERS -------------------------------------- I- 1 I _ BY OTHERS --------------------- - - - - -- 1 __B_Y_OTHERS--------------------------- I I 1 1 1 ( I I I BY OTHERS I I I 1 13 13 I i I 1 [----------------- I I I I i I i I 1 I I I 1 i 1 I IIII I 10 I I I I I IIII 13 13 45.1 kW I I I 1 1 I I I I I i I I IIII i at208V I - - - - - - - -- - I - - - - ----1-1LL_ I i 1 I I 1 I I i I 1 I I I �@ 1$$02 m$ 11A C - 2 PANEL PANEL o WP (206.0 R.L.A.) N 4 5 3 WP i-----------1-----------I 1------------i MC2' MCl' UNIT #1 UNIT #2 UNIT #3 UNIT #4 1 AC-6 AC-5 I I-- -- 1 (280.5 R.L.A.) (106.2 R.L.A.) (145.9 R.L.A.) (309.8 R.L.A.) I I I 1 I (54.4 R.L.A_) (73.1 R.L.A.) 1 I MECHANICAL CENTER A 1 --- - - - - -- ----- ---� ROOF THIS UNIT IS SUPPLIED WITH DISCONNECT SWITCH TO BE WIRED BY CONTRACTOR. CONTRACTOR TO VERIFY EXACT EQUIPMENT REQUIREMENTS PRIOR TO ROUGH -IN AND CONTACT ENGINEER FOR DIRECTIONS IF REQUIREMENTS ARE DIFFERENT THAN IN THESE DOCUMENTS. SEE GENERAL NOTE 8 S1 PANE EA'L I I PANE EB'L I I PA11 NOEL I I PANEL 4-#1,1#6(GR)& 1#6(IG)-2" C C3 A2 B2 C2 Al Bl H R1 PANEL PANEL PANEL PANEL 'A' B' C' RI -4/0,1#4(GR)-21f2'C F3 H2 J2 F2 HI J1 Fl PANEL PANEL PANEL 'F' NOTE: COORDINATE ALL ELECTRICAL CONNECTIONS TO MECHANICAL CENTERS WITH MANUFACTURER REPRESENTATIVES K1 11PI PANEL PANEL PANEL ,K, 'N' P' 4-4/0,1#4(GR)-2y2'C M1 PANEL PANEL L' 'M' 3-1/0, 1116 (GR)-2"C 1#8 (OR) - 1%2'C VOLTAGE DROP CONNECTED FED PANEL LENGTH WIRE LOAD % BY NAME SIZE (Amps) DROP MDP SFL 20 4/0 147 0.15% MDP A 215 4/0 136 ** 1.51 °% MDP C 220 1 50 1.38% MDP D 20 4/0 83 0.09% MDP F 70 4/0 110 0.40°% MDP H 74 1 72 0.66% MDP R 222 1 13 0.37% MDP J 72 1 35 0.31 °% MDP K 160 1 26 0.52°% MDP L 145 500 214 0.07% MDP M 147 4/0 100 0.76% MDP N 162 4/0 181 ** 1.52°% MDP 0 340 4/0 75 1.32% MDP S 338 1 27 1.12°% MDP MCI 130 600 *** 875 0.79% MDP MC2 125 600 *** 702 0.61°% MDP EM 35 1 63 0.27% MDP E 35 1/0 147** 0.51°% MDP SFLI 22 4/0 71 0.08°% A * B 2 4/0 71 1.52% N * P 2 4/0 120 1.53°% E * EA 330 4/0 75 ** 1.79% EA * EB 2 1 42 1.80°% MC2 * AC1 159 4/0 114 1.56% MC2 * AC2 121 250 206 1.73% MC2 *AC3 185 1/0 73 1.96°% MC2 * AC4 144 1 70 1.96°% MC2 * AC5 40 1 73 1.00% MC2 * AC6 198 1 54 2.05% * INDICATES BRANCH BREAKER OR SUB -FED PANEL WITH TOTAL VOLTAGE DROP BACK TO THE MDP. >ti* INDICATED IS TOTAL LOAD AT FEED THRU LUGS. *** INDICATED PARALLEL FEEDERS. PANEL III PANEL I II PANEL 'D' SFL' 'SFL1' 4#12-3/'C TO SWITCH LOCATED IN CASHIER STATION TO CONTROL CONTACTORS 'SFL-1' & 'SFLI-1' (SWITCH TO BE P&S #1251-I) PANEL 'EM' 4"1 & I"6(GR) Cu-2Y2'C ATS-EQUIP, (150A. 3 POLE) PROVIDE IG AND EQUIP. GROUND BUSS r (125 73POLE) (125 A 200/3 200/3 N.F. N.F. 4#14-W, C v v o N CV o d- 3#1,1#6 (OR) - 2"C 3-1.1#6 (GR)-2' C SUMMARY OF LOADS Connected Demand Demand Description kVA Factor kVA 1 Lighting 131.7 1.25 164.7 2 Air Conditioning 212.6 1.00 212.6 Total Strip Heat 15.7 3 Refrigeration (units) 303.11 (cases) 98.8 (Total) 402.0 1.00 402.0 4 Kitchen Equipment 186.9 0.65 121.5 5 Misc. Equipment 144.6 1.00 144.6 6 Receptacles (1st 10.0 kW) 10.0 1.00 10.0 (Remaining) 37.3 0.50 18.6 (Total) 47.3 28.6 Total kVA 1125.0 0.95 1073.9 Total Amps 31251 2983 ELECTRICAL CHARACTERISTICS VOLTAGE : 120/208 VOLTS 3PH. 4 WIRE LOADS MAIN SWITCHGEAR RATING: 100,000 A.I.C. MIN. FEEDER BREAKER RATING TO BE 100,000 A.I.C. 4-1/0, 1-6(IG) & 1#6(GR) Cu-2y2"C PANEL 'E' SEE GENERAL NOTE 8 2000A. VERTICAL BUSS MIN. 1#6 (GR) - BREAKER SIZE MINIMUM CONDUCTOR SIZE (AM) MINIMUM CONDUIT SIZE MAX. CONDUCTOR LENGTH (IN FEET) TO INSURE VOLTAGE DROP DOES NOT EXCEED 2004 F.B.C. REQUIREMENTS (LOAD ASSUMED = V/. BREAKER RATING) VOLTAGE/PHASE 12011 * 20811 * 20813 15 #12 1/7, 75 130 20 #12 111 56 98 30 #10 3/4" 63 108 40 #8 1" 72 125 50 #6 1" 92 159 60 #6 1" 77 133 70 #4 11/4" 180 138 80 #4 11/4" 157 121 90 #3 11/4" 173 133 100 #3 11/4" 156 120 110 1 #1 11/2" 222 171 125 #1 11/2" 195 150 150 1/0 11111 167 175 2/0 2" 1 172 200 310 2" 190 225 4/0 2 V2" 212 250 250 MCM 21/2" 222 275 300 MCM 21l2" 243 300 350 MCM 3" 257 350 210 EA. OF (2) 2" 172 40D 310 EA OF (2) 2" 190 500 250 MCM EA. OF (2) 21/2" 222 600 350 MCM EA. OF (2) T 257 700 5W MCM EA. OF (2) 3 IT 318 800 300 MCM EA. OF (3) 211T 250 1000 400 MCM EA. OF (3) T 273 1200 350 MCM EA. OF (4) Y 263 3000 5W MCM EA. OF (8) 31/2" 297 4000 600 MCM EA. OF (10) 4" 326 CONTRACTOR TO VERIFY VOLTAGE DROP IF CONDUCTORIBREAKER MAIN SWITCHBOARD SCHEDULE SQUARED' 4000 AMP FRAME SWITCHBOARD RATED 100,000 AIC SYM CKT. NO. OVERCURRENT DEVICE DEVICE SERVED CONNECTEDVA TOTAL CONNECTED FRAME TRIP POLES PHASEA PHASE B PHASE C MAIN LUG 370650 383187 371143 1124M 1 225 225 3 PANELS'A & 8' 16405 16382 18123 48910 2 100 100 3 PANEL'C 60M 5925 6109 18120 3 225 225 3 PANEL'D' 11115 8963 9785 29863 4 1200 1200 3 PANEL'MG1' 104040 107040 104040 315120 5 1200 1200 3 PANEL'W Z U1172 84872 am 28261 6 225 150 3 PANELS'E','EA &'EB' 17090 18155 17596 52841 7 225 125 3 PANEL'EM' 6474 7524 8587 22585 8 225 225 3 SPARE 0 9 225 SPACE ONLY 0 10 225 225 3 PANEL'F 12002 14221 132M 39459 11 100 100 3 SPARE 0 12 100 100 3 PANEL'H' 7270 10020 &500 25790 13 100 100 3 PANEL'J 4230 4038 4176 12444 14 BUSSED SPACE(UNUSABLE) 15 100 100 PANEL'K 3805 2924 267 93% 16 400 400 3 PANELV 25M 260M 2W80 77205 17 100 100 3 SPARE 0 18 100 3 SPACE ONLY 0 19 225 225 3 PANEL'M' 10876 t45741 10397 35847 20 225 225 3 PANEL'N & P' 21425 219N 21655 65069 21 225 225 3 PANELS'Q' 8674 9201 9040 26915 22 100 100 3 PANEL'R 15M 1560 1620 4740 23 100 100 3 PANEL'5 3980 3402 2160 9542 24 225 SPACE ONLY 0 25 BUSSED SPACE(UNUSABLE) 0 26 100 SPACE ONLY 0 27 100 SPACE ONLY 0 28 225 225 3 PANEL'SFL' 18036 17ON 17384 53022 29 225 225 3 PANEL'SFLT 7665 8715 9113 25493 30 225 SPACE ONLY 0 31 225 SPACE ONLY 0 0 COMBINATION INSTALLED IS NOT AS LISTED ABOVE NOTES: CONTRACTOR TO UP -SIZE CONDUIT & CONDUCTORS TO ALLOW MAX. 1. ALL CONDUCTORS SHOWN SHALL BE T H H N `r VOLTAGE DROP OF 2% FOR FEEDER CIRCUITS AND MAX, OF 30/aFOR COPPER UNLESS NOTED OTHERWISE r, " BRANCH CIRCUITS IF INSTALLED LENGTHS EXCEEDS THOSE LISTED L ABOVE. 2. CONTRACTOR TO VERIFY MAXIMUM BREAKER SIZES CD CD *DISTANCES INDICATED ALLOW FOR AMAX. OF3%BVOLTAGE DROP FOR WITH ACTUAL EQUIPMENT NAME PLATES, PRIOR TO W = BRANCH CIRCUITS IN COMPLIANCE WITH 2O04 FLORIDA ENERGY CODE. ORDERING BREAKERS z w 3. CONTRACTOR TO PROVIDE PLAQUES AT ALL LOCATIONS **DISTANCESINDICATEDALLOWFORAMAX.OF2%VOLTAGEDROPFOR Z TO IDENTIFY POINTS OF SERVICE IN ACCORDANCE WITH FEEDER CIRCUITS IN COMPLIANCE WITH 2O04 FLORIDA ENERGY CODE. m rr NEC 230 - 2 M 4. AUTOMATIC TRANSFER SWITCHES (ATS) ARE ONAN OTlli. � MDP CIRCUIT BREAKER FEEDING RESPECTIVE ATS TO BE SELECTED TO PROVIDE ATS 100KAIC RATING � E m 5. SEE PANELBOARD SCHEDULE SHEET E-16 & E-17 m FOR PANELBOARD AIC MINIMUM RATING 6. NO INTEGRAL CONTACTORS PERMITTED 7. UTILITY TRANSFORMER SHOWN HERE IS PROTOTYPE DESIGN. ELECTRICAL CONTRACTOR TO SEE CIVIL UTILITY PLANS FOR EXACT LOCATION FOR BIDDING AND INSTALLATION. ELECTRICAL CONTRACTOR TO COORDINATE ALL UTILITY REQUIREMENTS. 8. EDCO SURGE SUPPRESSION UNIT BY ELECTRICAL CONTRACTOR. MODEL # HP208Y-RMU100. CONTACT KENICK, INC. 1 800-362-9997 REFERENCE PUBLIX STORE * WITH ORDER. 9. ELECTRICAL CONTRACTOR FIELD MARK ALL SWITCHGEAR AND PANELBOARDS WITH A WARNING CONCERNING THE POTENTIAL ARC FLASH HAZARD. PER NFPA 70 SECTION 110-16. COORDINATE REQUIREMENTS WITH THE AHJ. 3#12-1/6"C PROVIDE MAIN BUSS EXTENSIONS IN THE LAST SWITCHBOARD SECTION ALL SECTIONS TO BE FOR FUTURE EXPANSION. MDP TO BE DEAD FRONT ACCESS ONLY SAME DEPTH WITH FULLY RATED HORIZONTAL BUSS (3000A).ALL VERTICAL BUSSES TO BE FULL HEIGHT. - 3000A. VERTICAL BUSS MIN. 1 PANEL 225/3 M. TYPE KC PANELS 225/3 'N&P' TYPE KC PANEL 225/3 Q' TYPE KC PANEL 100/3 'R' TYPE FC PANEL 100/3 'SI TYPE FC SPACE 225/3 ONLY TYPE KC BUSSED SPACE (UNUSABLE) SPACE 100/3 ONLY TYPE FC SPACE 100/3 ONLY TYPE FC PANEL 225/3 'SFL' TYPE KC PANEL 225/3 'SFLI' TYPE KC SPACE 225/3 ONLY TYPE KC SPACE 225/3 ONLY TYPE KC PANELS 225/3 PANEL 225/3 'A&B' TYPE KC 'F' TYPE KC PANEL C' 100/3 TYPE FC SPARE 100/3 TYPE FC PANEL 225/3 PANEL 100/3 'D' TYPE KC 'H' TYPE FC PANEL 100/3 J' TYPE FC PANEL 1200/3 'MC1' TYPE NA BUSSED SPACE (UNUSABLE) PANEL 1200/3 'MC2' TYPE NA PANEL K 100/3 TYPE KC PANELS 225/3 PANEL 'L' 400/3 TYPE LC 'E,EA&EB' TYPE KC PANEL 225/3 'EM' TYPE KC SPARE 225/3 TYPE KC SPARE 100/3 TYPE FC SPACE 225/3 SPACE 100/3 ONLY TYPE KC ONLY TYPE FC M . D. P . INDICATES FRAME SIZE ONLY (TYPJ 4-#4/0, 1-4(GR) & 1#4(IG) THW-2%2'C SEE MDP SCHEDULE FOR TRIP SIZE 4-4/0,11t4(GR) THW-2%2"C 4-4/0, 1#4(GR) THW-2%2'C 4-4/0, 1#4(GR) THW-2%2'C 4-4/0, 1#4(GR) THW-2y2"C 4-500MCM,1113(GR) THW-4"C 4-4/0, 1#4(GR) THW-2%2'C 4#1, 1-6(GR) THW-2 "C 4-4/0,1#4(GR) THW-2Y2'C (F) 4#1,1#6 (GR) THW - 2'C (J) 4#1, 1#6 (GR) THW - 2'C (H) 411, I#6(GR) THW-2 2' C 4#1,1#6(GR) THW-21/2' C 4-4/0, 1#4(GR) THW-2%2'C 4-#1, 1#8(GR) THW-21b'C 4-4/0, 1#4(GR) THW-21V2'C 4-1/0,146(GR) THW-21/2'C 4-1,1-6(GR) THW-2y2'C 10#12 -:y4'C 4-1/0, 1#6(GR) THW-2%2'C 4-1,1#6(GR) THW-21/2'C NOTE: ALL UNDERGROUND PANEL FEEDERS SHALL BE MIN. 18' BELOW GRADE. 4-600 MCM, 1-500 MCM (GR) THW CU IN EACH OF NINE (9) 4' C OR 4-600 MCM, 1-800 MCM (GR) THW Al IN L EACH OF ELEVEN (ID 4' C ---------- - - - - -i I - BOND TO C.W.P. WITHIN I 5'-0" OF ENTRANCE TO I BUILDING AS REQ'D. BY I NEXGEAR ADVANCED 1 N.E.C.25D-52(A)(1) PARALLELING SWITCH (NPS) BY POWER SECURE, INC.100K AIC RATED I NFPA 70-702 & 705 BOND TO STRUCTURAL ; COMPLIANT (SEE i STEEL AS REQ'D. BY I DETAIL 22, DWG. E-10 N_E.C.250-52(A)(2) I I FOR ADDITIONAL I 1 I REQUIREMENTS) 1 I I I I I -- - - - I f' 1 � I I / I dal cn-I I C' i 2000A. 3600A. I C:)1 100% 1100% I I RATED I RATED i m I BRKR. I BRKR. NEUTRAL I I r l MAIN BONDING I I BUS = 1 I S.A. - JUMPER SIZED 1 PER N.E.C. 1 I I f EQUIP. GROUND BUSS I 1 -L J I U.I,U- I I 3/0 STD Cu.-11 1 QTn 3/0 STD.CU. (EACH) 3/4" 0 X 16' -0' COPPER WELD GROUND RODS 10' -0' APART OR MORE AS REQUI RED FOR A MAX. OF 25 OHMS 3#12-%2'C SEE DWG.E3 AND CIVIL PLANS FOR EXACT LOCATION. COORDINATE ALL REQUIREMENTS WITH POWER SECURE AND LOCAL UTILITY CO.PROIOR TO ROUGH -IN. CONTACT PUBLIX FIELD REP FOR CONFLICT RESOLUTION _ 2000/3/3R 1 I I I II I I I i II 11 I 1 --------------t== - ----------------------1 500 kW OPTIONAL STANDBY GENERATOR PER NFPA 70-702 PROVIDED AND INSTALLED 1 BY POWER SECURE,INC.(SEE DETAIL 22, DWG.E-10 FOR ADDITIONAL REQUIREMENTS) I � EMERGENCY GENERATOR LOCK -OUT SWITCH (KEY TYPE) UTILITY METER (PUBLIX REQUESTS A TIME OF USE METER INSTALLED) �n 'MDP' SHUNT TRIP P.B. (BREAK GLASS TYPE) UTILITY TRANSFORMER (WITH CTs) 4-600 MCM THW CU IN EACH OF NINE (9) 1#4, _3 4'C 4' P.V.C. & TWO (2) SPARE 4 ' P.V.C. OR 4-600 MCM THW Al IN EACH OF ELEVEN (11) 4' P.V.C. & TWO (2) SPARE 4 ' P.V.0 (NOTE: ALL CONDUIT RUNS SHALL BE ENCASED IN CONCRETE WITH RIGID ELBOWS) CONTRACTOR TO VERIFY MAXIMUM NUMBER OF ALLOWABLE 4-600 MCM & 1-250 MCM (GR) THW CONDUITS BY LOCAL UTILITY CO. AND MODIFY SECONDARY AS REQUIRED. CU IN EACH OF FIVE (5) 4' P.V.C. OR 4-600 MCM & 1-400 MCM (GR) THW Al IN EACH OF SIX (6) 4" P.V.0 (NOTE: ALL CONDUIT RUNS SHALL BE ENCASED IN CONCRETE WITH 125/3 RIGID ELBOWS) 150/3 FINISHED L I GRADE EMERGENCY GENERATOR (60 KW 120/208V. 3PH.) NON -SEPARATELY DERIVED AND NFPA 110 COMPLIANT IN NEMA 3R ENCLOSURE CONTRACTOR TO VERIFY REMOVAL OF MAIN BONDING JUMPER.FOR GENERATOR NETWORK CABLING SEE DETAIL 20 SHEET E-10. GROUND REBAR IN CONC. BUILDING FOUNDATION PER N.E.C.250 GENERAL NOTE (ALUM. ONLY) REQUIREMENTS FOR USE OF ALUMINUM SERVICE ENTRANCE CONDUCTORS: F ALUMINUM CONDUCTORS ARE PERMITTED FOR SERVICE ENTRANCE ONLY. NO OTHER USE WILL BE PERMITTED. ALL LUGS TO BE Cu/AI RATED AND OXIDE) INHIBATORS SHALL BE APPLIED INSTALLATION SHALL MEET NFPA-70 310. 1"C I Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 6806295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811a311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] t881 SC. REG.7477 AL. REG.6234 TN. REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. A5277 GA. REG. 020251 SG REG.16340 Al. REG. 20382 TN. REG.101507 PAU L C. HARMAN, PE STRUCTURAL. FL. REG. 51959 GA. REG. 27740 SC. REG.21754 At. REG. 24905 TN. PEG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG.16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA.REG.025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL. REG. 28079 © COPYRIGHT 4008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRRTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES .1,Ak 1 f2008 P a PLOT DATE: 10 JAN 08 REVISION DATA: #1245 (REP). #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5j4,,4 V112707 DRAWING TITLE: ELECTRICAL RISER DIAGRAM SCALE: 1 /8 " = 1 0" JAN-2008 10:12 xrxm P:\1200-1299\1245\1245e09.d9n E=9 of 17 ATM INSTALL & CAP OUTLET BOXES FOR FUTURE USE III III 4#12_3/4_TO PANEL -EA - - - - - - - - 01- TO GEN. TEL. SECTION OF COMM.'A' _ _ TO BURGULAR CABINET _ _ _ _ _ _ _ _-- l� ATM ELEVATION tVl N.T.S. I0 01 O OI 3/' FLEX TO QUAD RECEPT. MTD. ON CHECKOUT STAND WALKERDUCT 3/4' ADAPTER LIGHT FAN F-5 BUSHING 120V_ FINISHED O RIGID T T C FLOOR � CONDUIT OCCUPANCY SENSOR PILOT LIGHT ° SWITCH IN SWITCH IN SCULLERY SCULLERY P - 6 *2 WALKERDUCT EXHAUST FAN F-5 WIRING DIAGRAM riCHECK-OUT POWER N.T.S. E-10 N.T.S. PANEL 'L' SHUNT TRIP F-2 PANEL 'L' (3/4HP. 208V 1 PH) CKT. L-19 HOOD HOOD M-25 LIGHTS F/A 30/2 LIGHTS M-5a CONTROLS M-5b ANSUL SW1 F121 F,:, T 2 A2 SWITCH SW2 1� 2; PANEL 'L' SHUNT TRIP PANEL 'L' F-1 SF-1 CKT. L-19 �(1 HP. 208V 3 PH) (1/2 HP.115V) F/A 30/3 CONTROLS V � I 11 2 3 4 ANSUL Al SWITCH 4'x4' J-BOX - RIGID NIPPLE AND COUPLING - STRAIN RELIEF CORD & RECEPT.ASSEMBLY (SEE SYMBOL SCHEDULE) RECEPT, C +3'-0' M-b J RELAY RELAY LE � M� I RELAY RELAY NOTE: Rl' R2' 23 'R3' R4' E-23 1. SWITCHES SW1 & SW2 TO BE A SINGLE POLE NEUTRAL NEUTRAL NEUTRAL NEUTRAL FLUSH MOUNTED SWITCH WITH REDINDICATING LIGHT MOUNTED AT 48" A.F.F. 2. RELAYS 1, 2, & 3 TO BE 2 POLE ELECTRICALLY STARTER F-1 HELD CONTACTORS WITH 2 N.O. CONTACTS AND M-2B:30 STARTER 120 V. COIL. RELAY 4 TO BE 4 POLE ELECTRICALLY HELD M-4:6:$ CONTACTOR WITH 2 N.O. AND 2 N.C. CONTACTS AND 120 V. COIL. 3. RELAYS 1 AND 2 TO BE MOUNTED IN 12"xl2"x6" d) FAN F - 2 b) F R N F -1 & SF-1 SURFACE MOUNTED CABINET (RELAY CAB.) 6'-0" TO TOP OF CABINET. RELAYS 3 AND 4 TO BE MOUNTED IN 12"x12"x6" SURFACE MOUNTED CABINET (RELAY CAB.) 6'-0" TO TOP OF CABINET. DELI AREA FAN CONTROL WIRING DIAGRAM (FANS SF-1, F-1 & F-2) POWER CONDUCTORS TO BE RUN IN POWER CONDUCTOR COMPARTMENT AND BROUGHT THROUGH POWER POLE SPINE TO MAKE CONNECTION TO RECEPTACLES AS REQUIRED BLANK POWER POLE COVER TO BE INSTALLED ON BACK OF POLE TO CLOSE OFF POWER CONDUCTOR COMPARTMENT 6*12, 2#10 BELDEN #847116GA. TWISTED PAIR IN %4" C N.T.S. 60/3/NEMA3R NONFUSED DISCONNECT (COMPACTOR) C9MPATOR DEODORIZOR MOTOR RATED CONTRACTOR TO INSTALL 2' PVC SLEEVE AT 18' SWITCH A.F.F. TO ACCOMODATE CONTROL WIRING AND u SEAL -TIGHT (PROVIDED BY MANUF.) - SEAL OFF 0 SLEEVE AFTER INSTALL - REROUTE CONDUIT IF WALL IS RATED AND SEAL OFF PER CODE. RECEPTACLE------ / AIL TO ODOR FAN wy� 1* �I J COMPACTOR ELEVATION SCALE %z' = Y-0' - ANNUNCIATOR 60 kW EMERGENCY GENSET PACKAGE WITH .PCC 2100 EMERG N.T.S. CONTRACTOR TO INSTALL CONDUCTORS AS INDICATED ON E-03 THRU FACTORY SUPPLIED J-BOX TO RESPECTIVE PANEL IN i'C (MAX.). CONDUIT OTY. MAY VARY. CONTRACTOR TO MOUNT J-BOX AT TOP OF POWER POLE. COMMUNICATION/DATA COMPARTMENT FOR SCALE CABLE POWER POLE COVER WITH RECEPTACLE KNOCKOUTS TO BE MTD. ON FRONT OF POLE - OPPOSITE POWER CONDUCTOR COMPARTMENT AVAILIBLE LOCATION FOR ELECTRICAL CONDUIT STUB -UPS -- -000 RADIATOR c-� TYP.60 kW GENERATOR NOTE: PERIMETER DIMENSIONS TO REFLECT SKID SIZE. �3 GENERATOR STUBUP E-10 N.T.S. COMMUNICATION CONDUCTORS BY OTHERS CONTRACTOR TO SECURE POWER POLE AS PER MANUFACTURERS RECOMMENDATIONS LAY -IN CEILING (TYP.) CONTRACTOR TO PROVIDE & INSTALL DIVIDED POWER POLE (WIREMOLD #PUBNP600-12-8X (12'-8') OR #PUBNP600-15-2X (15'-2') ) & RECEPT.S AS INDICATED ON DWG. E-03 (KNOCK OUTS PROVIDED). COORD. EXACT LOCATION OF POLES WITH PUBLIX REP. PRIOR TO FINAL INSTALL - ALL POLES ARE TO BE INSTALLED SO PLUGS ARE PARALLEL WITH TO REAR OF CASE OR SERVICE LINE-UP. SECURE POWER $ POLE TO FLOOR g AND CAULK WITH SILICON TO FLOOR TYP, POWER POLE INSTALLATION N.T.S. 2#14, BELDEN *847116GA. TWISTED PAIR IN 1" C OTPC UTILITY TO GENSET ATS EQUIP. TRANSFER 4#12, SWITCH BELDEN #8471 TWISTED' PAIR IN I/2" C EMERGENCY STOP ATS EM SWITCH TRANSFER SWITCH (WITH 3*14 IN %2" C BATTERY CHARGER) NOTE: ALL CONTROL WIRING TO BE STRANDED CABLING ;Y GENERATOR NETWORK INSULATED COMPOSITE CEILING SYSTEM TYP.MEATROOM PENDANT HUNG RECEPTACLE N.T.S. 2'C TO 41X4' J-BOX - CADDY CLIP -\ RIGID NIPPLE AND COUPLING STRAIN RELIEF CORD & RECEPT. ASSEMBLY -� (SEE SYMBOL SCHEDULE) RECEPT. @ +3'-01, CLG. BD. CLG. TEE nTYP.PENDANT U HUNG RECEPTACLE 1�"C TO J.BOX ABOVE CEILING. POSITION CONDUIT ON STRIKE SIDE OF FRAME AT i'-0' OFF SIDE OF DOOR (INDICATED AS QE IN DOOR SECURITY INSTALLATION DETAIL) I �---- PANIC DOOR DOOR HEADER MAGNETIC HARDWARE DOOR CONTACT (ADT *2507AD l SENTROL) � INSTALL CONDUIT FLUSH WITH DOOR HEADER 1'-4" (TYP.) 1 SECURITY SENSOR INSTALLATION DETAIL 101 N.T.S. A.T.S. N/O AUX. CONTACT ON GENERATOR SIDE OF SWITCH 2#14-1/2'C FOR CONTACTOR CONTROL TO SALES FLOOR LUMINAIRES (TYP. of FOR (13) CKT.$) Of _ z ¢o 2:cr w p o '- � U � U ~ I -CD Lj U N CC # O *IGEN II PARALLEL CONDUCTORS L - - (TYP. FOR EACH CKT. CONTROLLED) i-� BREAKERS TO BE CONTROLLED VIA 14 POLE CONTACTOR PER PANEL SCHEDULE 'EM' (SEE DWG. PANEL E-16) TYP. FOR 13 CKT.s 'EM' EMERGENCY LIGHTING WIRING DIA. N.T.S. PANEL 'QA' #312-2 ADAPTER - NO.2 WALKERDUCT 2'C TO (*2-12x2x2) PANEL 'EA' #312-2 ADAPTER 711_,; 2'C TO PANEL '0' TO OUT BOX - NO. 2 WALKERDUCT (#2-12x2x2) JUNCTION BOX *12JR-TER 2% RIC WATER COOLER 'PLIED BY OTHERS TACLE LOCATION TRACTOR TO VERIFY SIONS AND COORD[NATE BING CONTRACTOR) TYP. E.D.F. RECEPTACLE MOUNTING DETAIL CHECKSTAND *1 CHECKSTAND *2 NOT USED N.T.S. CHECKSTAND 13 CONDUCTOFLEX. RS AND PANEL 'EA' CO TO TERMINAL BUSS (TYP.) PHASES BUSSES 15/1 I.G.B. E.G_B� I N.B. I.G.B.-ISOLATED GROUND BUSS N.B.-NEUTRAL BUSS E.G.B.-EQUIPMENT GROUND BUSS 10 TERMINAL POWER -101 N.T.S. NO.2 WALKERDUCT (*2-12x2x2) JUNCTION BOX *12JR-TER 23/4 N0.2 WALKERDUCT (02-12x2x2) JUNCTION BOX #372 #372 *12JR-TER 2Y OFFSET OFFSET NO.2 WALKERDUCT (#2-12x2x2) 71#312-2ADAPTERJUNCTION BOXNO.2 WALKEROUCT (*2-12x2x2) #12JR-TER 2�.DUCT (*2-12x2x2) #312-2 ADAPTER NO.2 WALKERDUCT (*2-12x2x2) GROUND I LIGHTING NEUTRAL LOAD HOT I DO NOT ATTEMPT TO POWER MORE THAN I� 1 13 DEVICES, BE IT SENSORS OR SLAVE I I Y i PACKS, FROM A SINGLE POWER PACK. RED \L - OVERRIDE ADDITIONAL RED T SWITCH OVERRIDE SWITCH IF REQUIRED BLACK RED (+24 VDC IQ100 MA) WHITE BLACK (COMMON) BLUE (CONTROL) L-------- MP POWER PACK OMNI OR GROUND LIGHTING LIGHT OWL NEUTRAL I LOAD SENSORS HOT RED RED OVERRIDE SWITCH RED BLACK BLUE L- -- ---a MP SLAVE PACK \ TYPICAL MULTI. CIRCUIT/OCCUPANCY SENSOR WIRING DIAGRAM N.T.S. WALKERDUCT J-BOX N.T.S_ 7 ELEVATION E-10 SCALE I/4' = 1'-0' w CD CD ALL CABLE SUPPLIED z w BY PUBLIX INSTALLED -j BY ELEC. CONTRACTOR w J m BUSHING m 11/4' RIGID CONDUIT il- FINISHED FLOOR WALKERDUCT *1126-A 11/' COMM, CABLE LOOP N.T.S. ^"^'CABLE AREA TO MOUNT )F BOX AND RACK OVEN ONNECTS RACK OVEN FAN CONTROL w (FAN F-4) 0 (CKT P-11) o 16 rnuur DUA HIND nHI. N E-10 OVEN DISCONNECTS - SCALE 3/8° V-0' 3*14 TO PANEL H CONTACTOR (H-19,21,23) (H-13,15,17) POLE COVER -- OVER MAIN BODY OF POLE CONTRACTOR TO PROVIDE & INSTALL WIREMOLD POWER POLE #PUBNP600-15-2X (15'-2') OR EQUAL (15'-0' MIN.). POLE TO BE 3*14 TO H2 PLACED AT FRONT RIGHT CORNER OF CONTACTOR COUNTER WHEN FACING POTENTIAL Ll L2 L3 N G CUSTOMERS (SEE DWG. E-3) 2 POLE 3 POSITION MOMENTARY SWITCH 2SINK SECURE POWER POLE TO FLOOR AND CAULK WITH SILICON TO FLOOR TYP. APRON'S POWER MOMENTARY SWITCH TO CONTROL CONTACTOR H2 FOR CIRCUITS H-19,21,23 (SWITCH TO BE P&S 111251-I OR EQUAL) (+48') 0 (2) RECEPTACLES TO BE 0 SINGLE 20A.STRAIGHT BLADE TYPE (WHITE OR GRAY) (+36') SINGLE 20A.STRAIGHT BLADE TYPE (WHITE OR GRAY) 0 (+22") 0 TWIST LOCK FOR REFRIG. POLE INSTALLATION 00 E-10 N.T.S. NEXGEAR ADVANCED PARALLELING 1"1 SWITCH (NPS) BY POWER SECURE, INC OPTIONAL STANDBY GENERATOR NEPA - - - - - - - - - - - - - - - - - - - - 70-702.5 CAPACITY DETERMINATION I I i GENERATOR UTILITY MAIN TYPICAL PUBLIX 54M AVERAGE UTILITY DEMAND = 11 WATTS/SO. FT. I i I PUBLIX BUILDING ENERGY I INPUT BREAKER I BREAKER SECTION I MANAGEMENT SYSTEM (EMS 'A') I SECTION I I 11 WATTS/SO. FT. x 53,865 SO. FT. = 592.5 kW UTILIZED FOR LOAD SHEDDING I I i I CATEPILLAR GENERATOR RATING = 500 kW STANDBY/455 kW PRIME I TO INTERFACE WITH BUILDING I I i LOAD ON GENERATOR IS LIMITED TO 430 kW. IF LOAD EXCEEDS 430 kW COMPUTER NETWORK FOR THE BUILDING EMS INITIATES A LOAD SHED PROGRAM TO LIMIT THE EMS A' COM B REMOTE MONITORING i - - - - - t - - - - - i LOAD TO LESS THAN 430 kW it I I I I I I I I I I \ 2000A. i i i 3600A. I 1100% I I I 100% UTILITY I I RATED I I I RATED METE I BRKR. I I I BRKR. I _I----�_`---- - _ o I I I I I I I I I I r I I I I I I I I I I m I I I r( I I I I I I coI I I h J I I I I I I I I IMANUF I I I I I��)SUPPLIED i I I S.A. I z __1-----�------t====- I T-BLOCK I I I uj f --------------------1 I I I UTILITY m GENERATOR I I I TRANSFORMER 500 kW OPTIONAL STANDBY 1"C TERMINAL i GENERATOR PROVIDED AND I I CABINET INSTALLED BY POWER SECURE, INC. WFPA 70-702 COMPLIANT) I - - - - L ----------- GENERATOR SERVICE FEEDERS (SEE RISER DIA.FOR SERVICE T-BLOCK UTILITY SERVICE LATERAL (SEE RISER DIA.FOR SERVICE AND GROUNDING CONDUIT AND CONDUCTOR QUANTITIES) BY ELEC. AND GROUNDING CONDUIT AND CONDUCTOR QUANTITIES) CONTRACTOR 1-4C#18SH.-2'C 390 SPPAREARE22''C OPTIONAL STANDBY GENERATOR SYSTEM CONTROL 1-6 STRAND MULTI -MODE FIBER OPTIC CONDUCTOR (ST END AT NEXGEAR T-BLOCK) - 21C E-10 N.T.S. 1-4C#18SH.-1'C SPARE 2'C • Pu-blix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.! 1881 SC. REG. 7477 AL. REG. 6234 TN.REG.103497 JOHN W. KITCHENS, PE CML/STRUCTURAL - FL. REG. 45277 GA. REG. 020251 SC. REG. 16340 AL REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA. REG. 27740 SC. REG.21754 AL REG.24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN. REG. 108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC. REG, 25591 AL REG.28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG. 19743 AL REG.23065 TN. REG. 108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 Al. REG. 28079 © COPYRIGHT 2008 PUBUX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES r JAN 10Z08 PUBLIX PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5.4.E V112707 DRAWING TITLE: ELECTRICAL DETAILS SCALE: 1 /8 " = V- 0" E 10 of 17 I e r, 54.4 LUMMIARE SCHEDULE LAMP QTY. MARK MANUF. CATALOG NUMBER DESCRIPTION MOUNTING QTY. TYPE 10 D COLUMBIA 4PS22-340TTG-RAAl 2. 1 25-3EBTT1 20-GLR 2x2 3 LAMP,40W BIAX, COMPACT FLUORESCENT AY -IN 3 40/30BX/SPX35/RS 2x2 4 LAMP,5OW BIAX, COMPACT FLUORESCENT (DROP 22 D4 COLUMBIA 422-450TTG-GWDOP-S-3EBTT120-GLR AY -IN 4 F50BX/SPX35/RS PAL) 6 E1 G.E. PF1S-25-M-0-A-2-6x6-DB-F--K/PECITL 250W MH EXTERIOR FLOOD WALL MTD. 1 MXR250/C/U 7 EE G.E. 1314M9-175MHFE-M8-TLG/TRG-FSD-FA-120 175W MH RECESSED CLG .W/TEMPERED DIFFUSER RECESSED 1 MVR175/C/U ALL BRACKET 4 F1 G.E. WM7M-07S-0-H-1-SN4-OB-F 70W MH EXTERIOR 1 MXR70/C/U/MED (10'-0') 2x4 4 LAMP,32W T8 FLUORESCENT TROFFER (ACRYLIC 43 G COLUMBIA 4PS24-432G-RAA12.125-4EB120-GLR AY -IN (GRID) 4 F32T8/SP35/RS IFFUSER) 2x4 4 LAMP,32W T8 FLUORESCENT TROFFER (ACRYLIC 1 GG COLUMBIA 4PS24-432F-RAA12.125-4EB120-GLR AY -IN (FLANGE) 4 32TB/SP35/RS DIFFUSER) 2x2 2 LAMP,F40 BIAX FLORESCENT TROFFER (ACRYLIC 31 H COLUMBIA 4PS22-240TTG-RAA12.125-EBTT120-GLR AY -IN (GRID) 2 F40/30BX/SPX35/RS DIFFUSER) x2 2 LAMP.F40 B[AX FUORESCENT TROFFER (ACRYLIC 13 HH COLUMBIA 4PS22-240TTF-RAA12.125-EBTT120-GLR AY -IN (FLANGE) 2 F40/30BX/SPX35/RS DIFFUSER) 5 L1 ALERA LTG. CVL-3T5HO-40/60-CM48-LS-EB5120-MW-8-GLR 3 LAMP 54W T5HO,FLUORESCENT DIRECT/INDIRECT CABLE 3 54W/T5/835/H0 6 L2 WINONA LTG. P1-55-F55T5/HO-120-SCVB-SGW-X-STD 2 LAMP 54W T5HO,FLUORESCENT WALL WASHER COVE MTD. 2 F54W/T5/835/HO 11 N COLUMBIA LUN8-232-EB812OZ--GLR 1x8 4 LAMP, SEALED FLUORESCENT w/0 DEGREE BALLAST SURFACE 4 F32T8/SP35/RS 6 NN COLUMBIA LUN4-232-EB812OZ-GLR 1x4 4 LAMP, SEALED FLUORESCENT w/0 DEGREE BALLAST SURFACE 2 F32T8/SP35/RS 212 P PRESCOLITE AKT2WH/, AKT4WH/, AKT6WH/, AKTBWH/, 2 CIRCU[T TRACK (LENGTH AS SPECIFIED) NONE SINGLE CIRCUIT TRACK - WHITE (4' & 8' LENGTHS - SEE 9 P1 AMERLUX GES PLAN FOR QTY.) TRACK @ 14'-0" NONE 24 P2 LBL LIGHTING (3)RAIL-ST-SC96"/(7)HANGER-ADJ-SC-3-WB/(51 12V SINGLE CKT. TRACK WITH 35W HALOGEN GLASS (5) TRACK MTD. 1 EA. 35W MR16 HS319BU1A35MRL/REWTECNPY-WALL/TRANS-RMTE-301 PENDANT LUMNAIRES (3)RAIL-ST-SC96 /fI)RAIL-ST-SC48 /(7)HAWLH-A 12V SINGLE CKT. TRACK WITH 35W HALOGEN GLASS (5) TRACK MTD. 28 P4 LBL LIGHTING DJ-SC-348/I5) PENDANT LUMNAIRES 1EA. 35W MR16 15 01 PRESCOLITE AKTPG3B TRACK HEAD. QUARTZ FLOOD (ONE TRACK HEAD PER 2'-0") TRACK MTD. 1 GOPAR/HIR/FL30 9 03 AMERLUX [MZ-70-T6-E-WT-TN1-120-Z-W WHITE TRACK HEAD, CMH NARROW FLOOD (33B) TRACK MTD. 1 CMH70/T/U/942/G12 1 Q4 AMERLUX IMZ-70-TG-E-WT-TN1-12O-Z-N WHITE TRACK HEAD. CMH NARROW SPOT (1OB) TRACK MTD. 1 CMH70/T/U/942/G12 50 R COLUMBIA CS8-232-4EB8120-GLR B FOOT, 4-LAMP (TANDUM), T8, 32W, FLUORESCENT STR[PSURFACE/OPEN CLG, 4 F32T8/SP35/RS B FOOT. 6-LAMP (TANDUMI, T5HO,54W,FLUORESCENT 175 R5 OLUMBIA LHB8-354-NCB-15-(2)4E65120-GLR SURFACE/OPEN CLG. 6 F54T5H0/835 STRIP WELECT. BALLAST 8 FOOT, 4-LAMP (TANDUM), T5HO, 54W, FLUORESCENT 15 R6 OLUMBIA LHBS-254-NCB-15-(2)EB5120-GLRSURFACE/OPEN CLG, 4 F54T5H0/835 STRIP WELECT. BALLAST 4 FOOT, 2-LAMP T8, 32W, FLUORESCENT STRIP WELECT. 5 RR COLUMBIA CS4-232-EB8120-GLR SURFACE 2 F32T8/SP35/RS BALLAST 4 RR5 COLUMBIA LHB4-354-WCB-15-(2)EB5120-GLR 4 FOOT. 3-LAMP T5.54W,FLUORESCENT STRIP WELECT. B lliV4CE/OPEN CLG. 3 F54W/T5HO/835 22 T8 RESCOLITE MH4A/STTA4C 4" DIA. 35W CMH RECESSED CAN RECESSED (12'-0" 1 CMH 39/UPAR20/FL25 A.F.F.) 23 T9 PRESCOLITE CFT832EB/STF802/B24/SR1080 8" RECESSED CAN WITH DECORATIVE TRIM RECESSED (12'-6" 1 F42TBX/835/A/4P/EOL A.F.F.) 7 T1 0 LIGHTOLIER C6T6ACLP-MHT6RS-C6A70T6E1 6" RECESSED WALLWASH CAN RECESSED (14'-0" 1 CMH70/T/U/830/G12 A.F.F.) 8 Tll COLUMBIA M462-24OTTF-FSOP-EB8LH12O-GLR 24" DIA. SURFACE MTD.CF BOWL SURFACE (12'-0" 2 F40/30BX/SPX35/RS F.F.) PENDANT (8'-0" 3 T12 PRESCOLITE LT540PIEB-WH-DGL-LCF WH 14" DIA. PENDANT MTO. 1 FC2T5/835 (PHILLIPS) A.F.F,) 10 T13 PRESCOLITE CFTD970HEB-STFD970H 9" RECESSED COMPACT FLUURESCENT CAN RECESSED 2 F700BX/835/A/4P/EOL U ----- SUPPLIED WITH HOOD ------ ------ --- ------ PENDANT (7'-0" 6 WAC AC L[GHT[NG PLD-G404-CO/PLD-MO96-BN/BK 15W COMPACT FLUORESCENT DECORATIVE PENDANT FLE15/L/TC16/827 A.F.F.) 1 WW PRESCOLITE 488HS-1 SQUARE INCANDESCENT SURFACE 1 10OA21/99-130V 16 X PRESCOLITE PEX-L-3-RW LED EXIT FIXTURE SURFACE 1 INCLUDED 2 Y WFL POK-25SA/LG1 DOCK L[GHT +9'-0" A.F.F. 1 60PAR/H[R/FL30 2 YY E. SBFIOMlNPEK277 SPOT LIGHT WALL BRACKET +96" 1 XR100/U/MED INDICATES FIXTURES CONNECTED TO EMERGENCY CIRCUITS *INDICATES UL LISTED FIXTURE SUITABLE FOR WET/DAMP LOCAT[ON TO COMPLY WITH N.E.C. 410-4. NOTE: ALL SUSPENDED FIXTURES (INCLUDING BUT NOT LIMITED TO LAY -IN TYPE)TO BE SECURED WITH AIRCRAFT CABLE. ALL INSTALLED WITH THROUGH BOLT 1'-51/2" 1 _q v-1 rAN- 7 /11' -�t� ° _ I'-9 4'40" 1'-7, i co � N ENLARGED PHARMACY AREA, ELECTRICAL SYMBOL SCHEDULE SYMBOL MANUFACTURER CAT. NO. DESCRIPTION MOUNTING $ HUBBELL 1221-1/97071 SWITCH, 20 AMP SINGLE POLE "T" RATED •48" (WITHIN 10" OF DOOR) $2 HUBBELL 1222-1/97071 SWITCH, 20 AMP DPST "T" RATED +48" (WITHIN 10" OF DOOR) $3 HUBBELL 1223-1/97071 SWITCH, 20 AIM THREE WAY "T" RATED •48" (WITHIN 10" OF DOOR) $m HUBBELL TO SUIT APPLICATION SWITCH, MOTOR RATED TO SUIT APPLICATION (20 A MN.) AS REQUIRED HUBBELL 1221-PL/97071 SWITCH WITH PILOT LIGHT 100" HUBBELL 1221-PL/97071 SWITCH WITH PILOT LIGHT -FOR FAN CONTROL 48" 0 HUBBELL 5362-1/97101 20 AMP 3W DUPLEX RECEPTACLE 18" A.F.F. HUBBELL 5362-1/97101 20 AMP 3W DUPLEX RECEPTACLE 48" OR AS NOTED ® HUBBELL 5362-1/5206WO 20 AMP DUPLEX RECEIPT. WEATHERPROOF AS NOTED V�Ic HUBBELL IG-5262/97101 15 AMP 3W I.G. RECEPTJORANGE) 48" OR AS NOTED Q HUBBELL 5362RDB/5206WO 20 AMP RED DUPLEX RECEIPT. (NON-I.G.) 18" OR AS NOTED ® HUBBELL 2-5362-1/97102 2-20 AMP 3W DUPLEX RECEPT 18" A.F.F. ® HUBBELL 2-5362-1/97102 2-20 AMP 3W DUPLEX RECEPT. 48" OR AS NOTED dDw HUBBELL I.G.(2)5262/97102 TWO (2) 15A 3W I.G. RECEIPT. (ORANGE) 18" OR AS NOTED ON HUBBELL (2)-5362RDB/97102 2-20 AMP 3W RED DUPLEX RECEPT.(NONAG.) 18" OR AS NOTED ® STEEL CITY 600/P-60DR 20A 3W DUPLEX RECEPTACLE FLOOR ® HUBBELL 9367/S703/9368 50 AMPS 250V 3W 92" OR AS NOTED " HUBBELL 8410/8411C/S7 20 AMP 4W 250V STRAIGHT BLADE 48" OR AS NOTED 3e HUBBELL 943OA/9432C/5701 30 AMP 4W 250V STRAIGHT BLADE 10'OF 4410 STD CORD I HUBBELL 271OA/2711 30 ATM 4W 250V TWIST LOCK 10' OF 4.10 STO CORD HUBBELL 8450/8452C/7118 50 AMPS 250V 4W 48" OR AS NOTED ® HUBBELL 8460A/8462C/7118 60 AMP 3PH 4W 6'OF 4.8 STO CORD Q HUBBELL IG4710/472OC/S7 15A 3W 120V (ORANGE) 48" A.F.F. OR AS NOTED L5 HUBBELL SEE NOTE BELOW 20A IG, 3W 125V HUNG FROM CEILING e HUBBELL 2310A 20AMP 3W 125V TWIST LOCK POWER POLE ® I HUBBELL SEE NOTE BELOW 20 AMP 3W 125V HUNG FROM CEILING ® HUBBELL 2610A/2611/97111 30A 3W 125V W/S.S COVER 48" A.F.F. OR AS NOTED ® HUBBELL SEE NOTE BELOW 30 AIM 3W 125V HUNG FORM CEILING ® HUBBELL 232OA/2321/6031/7425WOA 20 AMP 3 WIRE TWIST LOCK 250V 6'OF 3.12 STD CORD L6 HUBBELL SEE NOTE BELOW 20 AMP 3W 125/250V HUNG FROM CEILING e HUBBELL 2320A/2321/97111 20 AMP 3W 250V TWIST LOCK 6" OF 3#12 $TO CORD (+48" A.F.F.) HUBBELL 2620A/2621/97111 30 AMP 3W 250V TWIST LOCK F OF 3*10 STO CORD (48" A.F.F.) Q HUBBELL SEE NOTE BELOW 30 AMP 3W 250V HUNG FORM CEILING ® HUBBELL SEE NOTE BELOW 50 AMP A 250V HUNG FROM CEILING e HUBBELL 241OA/97111/2411 20 AMP 4 WIRE TWIST LOCK 125/250V 6'OF 4 212 STO CORD HUBBELL SEE NOTE BELOW 20 MAP 4W 125/250V HUNG FROM CEILING HUBBELL 2420A/97111/2421 20 AMP 4W 30 250V -48" OR AS NOTED HUBBELL SEE NOTE BELOW 20 AMP 4W 30 250V HUNG FROM CEILING ® HUBBELL 2720A/7425WOA/2721 30 AMP 4 WIRE TWIST LOCK 250V 6'OF 4.10 STO CORD HUBBELL SEE NOTE BELOW 30 AMP 4W 250V HUNG FROM CEILING ®` HUBBELL SEE NOTE BELOW 50 AMP 4W 600V HUNG FORM CEILING HUBBELL SEE NOTE BELOW 30 AMP 5W 250V HUNG FROM CEILING HUBBELL SEE NOTE BELOW 60 AMP 5W 250V HUNG FROM CEILING ® HUBBELL 26519/26521 60 AMP 3PH 5W 600V. 6'OF 546 STO CORD (48" A.F.FJ ® HUBBELL SEE NOTE BELOW 100 AMP 5 W 25OV. HUNG FROM CEWING O HUBBELL OUTLET BOX/93181 JUNCTION BOX +18" OR AS NOTED HUBBELL OUTLET BOX/93181 TELEPHONE OUTLET -18" OR AS NOTED EXHAUST OR SUPPLY FAN, INSTALLED BY OTHERS, WIRED BY ELECTRICAL CONTRACTOR MOTOR - HP SIZES AS INDICATED ® MOTOR STARTER - SEE SPECIFICATIONS @1 FUSED DISCONNECT SWITCH SIZED FOR APPLICATION 't ELECTRICAL PANEL _4& REFRIGERATION SYSTEM NUMBER Q REFRIG. CASE FAN TERMINAL BOX CONNECTION © REFRIG. CASE LIGHT TERMINAL BOX CONNECTION n REFRIG. CASE ANTI -SWEAT TERMINAL BOX CONNECTION © REFRIG. CASE PROBE TERMINAL BOX CONNECTION OT REFRIG. CASE DEFROST TERMINATION TERMINAL BOX CONNECTION QS REFRIG. SYSTEM SOLENOID Q REFRIG. SYSTEM PROBE TERMINAL BOX CONNECTION (FIELD INSTALLED) ®...® E.M.S. CONTROL HUMIDASTAT - SUPPLIED BY PUBLIX, INSTALLED BY CONTRACTOR AT ELEV. T-2" TO CENTER [T� E.M.S. CONTROL THERMOSTAT - SUPPLIED BY PUBLIX, INSTALLED BY CONTRACTOR AS NOTED -9... By BAFFLE SPKR. w/VOLUME CONTROL. OUTLET AND %2'"C TO CEILING SPACE 108" OR AS NOTED © BAFFLE SPKR. OUTLET W/YZ"C TO CEILING SPACE 120" OR AS NOTED CB COOLER BAFFLE SPKR. OUTLET W/Yz "C TO CEILING SPACE 108" OR AS NOTED Q VOLUME CONTROL J-BOX W/%z'C TO CEILING SPACE 54" OR AS NOTED rc 1 TIME CLOCK J-BOX W%/z'C TO CEILING SPACE 40" OR AS NOTED 0 20A-3W-125V L0 2DA-3W-250 V a4 20A-4W-125/250V 0 20AAW-30-250V L5 3OA-3W-125V L05 30A-4W-250V RECEPTACLE 2310A 2320A 2410A 2420A 2610A 2720A RECEPTACLE CORD (GRAY) 12/3 STO 12/3 STO 12/4 STO 12/4 STO 10/3 STO 10/4 STO CORD (GRAY) COVER (BLACK) 6032 6036 6036 6036 6032 6036 COVER (BLACK) CONNECTOR BODY 2313 2323 2413 2423 2613 2723 CONNECTOR BODY PLUG (2 REQUIRED) 2311 2321 2411 2421 2611 2721 PLUG (2 REQUIRED) COVER (2 REQUIRED - BLACK) 6031 6031 6035 6036 6031 6035 COVER (2 REQUIRED - BLACK) BOOT COVERS NOT REQUIRED ON RECEPTACLE SIDE OF EQUIPMENT EXCEPT FOR SEAFOOD AND MEAT 06 30A-3W-125/250V s5 15A 3W-120V a' 50A 4W-600V 50A 3W 250V 60A 5W 250Vz 100A 5W RECEPTACLE 2620A IG4710A 3769 3771 (NONE) (NONE) RECEPTACLE CORD (GRAY) 10/3 STO 12/3 STO 8/4 STO 8/3 STO 6/5 SO 3/5 STO CORD (CRAY) COVER (BLACK) 6032 6024 BLACK 7717C (NONE) (NONE) COVER (BLACK) CONNECTOR BODY 2623 4729C 3764C 3762C SP560C9 (PAINT BLACK) 5100C9W (PAINT BLACK) CONNECTOR BODY PLUG (2 REQUIRED) 2621 4720C 3765C 3763C (1) SP56OP9 (PAINT BLACK) 5100P9W (PAINT BLACK) PLUG (2 REQUIRED) COVER (2 REQUIRED - BLACK) 6031 6023 BLACK 7717C (NONE) (NONE) COVER (2 REQUIRED - BLACK) RECEPTACLE CORD (GRAY) COVER (BLACK) CONNECTOR BODY PLUG (2 REQUIRED) COVER (2 REQUIRED - BLACK) al 3OA-5W-125/250V 2813 10/5 STO 6032 2813 2811 6035 ELECTRICAL AREA (MAIN SWITCH) GENERAL ELECTRICAL NOTES I. WALK-IN FREEZERS AND COOLERS PROVIDE AND INSTALL A SUITABLE LENGTH OF S.T.O. CORD FROM EACH PRE -WIRED JUNCTION BOX OF EVAPORATOR COIL, TO POWER RECEPTACLE CORD TO BE EQUIPPED WITH A HUBBLE 47311 CAP AND SUITABLE FOR CONNECTION TO A #7310 RECEPTACLE. 2.ENTRANCE DOORS (A) CONNECT 115 VOLT CIRCUIT TO DOOR HEADER CONNECT PER DOOR MANUFACTURERS INSTRUCTIONS. (B) CONCEAL CONDUIT IN DOOR FRAME. 3.CONTROLS (A)CONTRACTOR TO PROVIDE AND INSTALL ALL CONDUIT AND CONDUCTORS FROM THERMOSTATS, FIRESTAT, HUMIDSTAT AS SHOWN ON DRAWINGS. (B)CONTRACTOR TO MAKE FINAL CONNECTIONS OF CONDUCTORS. 4. CEILING CONTRACTOR TO REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES, AIR CONDITIONING DIFFUSERS, SPRINKLER SYSTEM, ETC. 5. FACADE SIGN (A)SIGN CONTRACTOR TO BRING LEADS THRU FACADE WALL FOR CONNECTION BY ELECTRICIAN. (B)ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX FOR EACH LETTER AND CONNECT TO PANEL "T'. 6. ALL DEVICE COVER PLATES TO BE 305 STAINLESS STEEL. 7. NO ALUMINUM CONDUIT OR CONDUCTORS WILL BE ACCEPTED. MINIMUM CONDUCTOR & CONDUIT TO BE 3*12-1/2'C WITH GROUNDING CONDUCTOR. MINIMUM UNDERGROUND OR UNOERSLAB CONDUIT TO BE 3/'. 8. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED BY PUBLIX AND INSTALLED AND WIRED BY CONTRACTOR. 9. ALL SUPPLY AND EXHAUST FANS TO BE FURNISHED AND INSTALLED BY OTHERS WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR 10. FIRE ALARM (A)INSTALL ALL CONDUIT AND OUTLET BOXES AS SHOWN ON DRAWING. (B) ALL FIRE ALARM EQUIPMENT WILL BE FURNISHED, INSTALLED AND CONNECTED BY FIRE ALARM CONTRACTOR. (C) FIRE ALARM SYSTEM SHALL MEET ALL LOCAL REQUIREMENTS, NFPA NO. 72. AND ADA. I1.EMERGENCY GENERATOR (A) CONTRACTOR TO INSTALL AND CONNECT 6OKW GENERATOR AND TRANSFER SWITCHES AS FURNISHED BY PUBLIX. (B) GENERATOR WILL BE A 6OKW NATURAL OR L.P. GAS DRIVEN GENERATOR 120/208 VOLT 3 PHASE 4 WIRE OUTPUT, SEE SPECIFICATIONS. (C) GENERATOR AND TRANSFER SWITCH ARE TO BE INSTALLED IN LOCATION AS SHOWN ON DRAWINGS AND TO MEET ALL LOCAL AND NATIONAL CODES. 12.DO NOT USE MACHINE ROOM ROOF STRUCTURE FOR SUPPORTING OF ANY ELECTRICAL EQUIPMENT, SUCH AS CONDUIT OR LIGHTING FIXTURES, USE UNI-STRUT WELDED TO OR CONNECTED TO BEAMS. 13.CONTRACTOR TO PROVIDE PULL CORD IN ALL EMPTY CONDUITS, (ELECTRICAL. TELEPHONE, COMMUNICATIONS, ETC.) FOR FUTURE USE, TERMINATE CORD WITH SUITABLE SIZE WASHER TO PREVENT SLIPPAGE AND PROVIDE BLANK COVERS FOR ALL BOXES NOT USED. ALL CONDUITS TO HAVE BUSHINGS TO PREVENT CABLING DAMAGE. 14.ALL CONDUIT ROUTING SHOWN SOLID TO BE FED CONCEALED ABOVE CEILING. ALL CONDUIT ROUTING SHOWN WITH DASH LINES TO BE CONCEALED WITHIN WALLS OR 12' (MIN.) BENEATH SLAB. 15. ALL CIRCUITS TO INCLUDE EQUIPMENT GROUND CONDUCTOR SIZED PER ARTICLE 250 OF 2005 NFPA 70.ISOLATED GROUND CONDUCTOR (WHERE REQUIRED), ISOLATED GROUND CONDUCTOR(IG)TO BE GREEN WITH YELLOW STRIP. AREAS OF H®RIZONTAL RUNS BY TRADES ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF DECK; WHERE EXPOSED IN THIS PROTOTYPE, IMMEDIATELY BENEATH ROOF DECK, PASSING BETWEEN STEEL JOISTS AND DECK WHERE POSSIBLE REFRIGERATION:. 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE EXPOSED IN THIS PROTOTYPE, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN.ABOVE CEILING; WHERE EXPOSED IN THIS PROTOTYPE,8 IN ABOVE BOTTOM CHORD OF STEEL GIRDER JOISTS AND JOISTS. AIR CONDITIONING: 36 IN.BELOW ROOF DECK TO 10 IN.ABOVE CEILING; WHERE EXPOSED IN THIS PROTOTYPE,HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INOICATED,SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND PUBLIX REPRESENTATIVE. I I I i I I I 1 I I 1 I i /j/ DELI AREA s- � a II PASSAGE B Y2= 11-0s Ji7LYTTt1�_1 Y2= 1'-0,' LOUNGE AREA Y2= 1'_0" IKI / N / / p / Publi*x. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680-5295 PHYSICAL ADDRESS; 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG. 1 1881 SC. REG.7477 Al. REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CML/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC.REG.16340 AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL. FL. REG. 51959 GA. REG. 27740 SC. REG. 21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. 43889 GA. REG. 021246 SC, REG. 16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL- FL REG. 5AO85 GA. REG. 025636 SC. REG.19743 AL REG. 23065 TN. REG. 108038 NORMAN MEIER, PE ELECTRICAL- FL. REG.59422 GA. REG. 31442 SC.REG.25290 AL. REG. 28079 Q COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION, THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES ]AN i f20e68 PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54*4 U112707 DRAWING TITLE: FIXTURE AND SYMBOL SCHEDULES AND ENLARGED AREAS SCALE: 1 /8 " = 1'- 0" Em 11 of 17 10-JAN-200810.14 xrxm P;\1200-1299\1245\1245ell.dgn Pu b 6" 6° 1'-3' 6" i'-7" 6° 6' 2'-2' G. 1'-3" 6'-8' 3'-7' 6' 2'-0' 1'-6' 6' 1'-2' 6° 3'-5' 1'-9' Y-T' a 3' 4'-6' 1-1 X(ID 6' 6" I I I I I I I I I SUPER MARKETS I it --———————-—-F—-I-———— — — — — —— I I I CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, I I I I I I I I I I I I I I I I I I I I LAKELAND, FL 33811-3311 I I I I I I I I ! ! ! ! !! I► I III PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA I I I I I I I I I I I i I I I I I ARCHITECT- FL. REG. 91318 I I I I I I I I I I I I I I I I I I I I DAVID RUBIN, AIA I I I I I I I I I I I I I I I I i I I I ARCHITECT -FL. REG.92557 GA. REG.11881 SC. REG.7477 Ti_ =_j TN. REG. i03497 JOHN W. KITCHENS, PE Tr =1 I v I I I SINK GA. REG.020251 \ CIVIL/STRUCTURAL-FL. REG. 45277 SC. REG.16340 I I I I I I I I N. REG. 1011507 N I I N I I I I I I I I I I ! I I I ! I I PARU LC. HARMG N95P I I I I I I I I I I I I I I 0 GA. REG. 27740 SC. REG. 21754 —L21—��— - - - - ® C° AL RG.24905 ,IG,1 N IG — N IG N - - - N TG TN. REG. 107882 JOHN J. CARAMALIS, PE I I II MECHANICAL - FL REG. 43889 I GA. REG. 021246 SC. REG. 16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL- FL REG- ;4781 GA. REG.31882 SC. REG. 25591 AL A PHARMACY B PHARMACY c PHARMACY TNREG.113 E —12 1 �� _ , _ it TN. REG. 1 71382 SCALE /2 -1 0 E-12 SCALE Y2 -1 -L� ELECTRICAL - FL REG.54085 „- _1 SCALE %2"=1'-0' RAYMOND J. SIRIANNI, PE GA. REG. 025636 SC. REG. 19743 AL REG.23065 e TN. REG. 108030 4'-0' 2'-0' i NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 6'-6' I ! ! I GA. REG. 31492 SC. REG.25290 I i I I AL REG. 28079 I II 1 I II I I I I! C COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. ' I I 1 I ( THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE ! I ( COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE U O I I DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF f PUBLIX SUPER MARKETS, INC. IG ®'a ! THE DESIGN INDICATED IN THESE CONSTRUCTION I DOCUMENTS DOES; i0 THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES 27'-4' 2' 4' ® GFI I I I - I ( I I I I ! F LOUNGE E LOUNGE E-12 SCALE t/2°=1'-0" I I E-12 SCALE 1/2u=1'-0° I I I 6'-0' 13'-0' I I 3'-7 I I 1 , i I I a ' I I rt o 0 = I I I I U co r////Fz I I I o PHARMACY E-12 SCALE /2'=1'-0' LOUNGE rHLOUNGE E-12 SCALE %2'=1'-0' E-12 SCALE %2"=1'-0" 3'-10' 8' 3'-1" 4'-8' 6 2' 5 6' I 6' I 6° if 7' 1 6 -1,11 6' 1 6' 1 3'-10' 5'-4' 2'-8' I .I I f-0 �91� 10 200 �p IN �� �, �� p Lo ' PUBLIX I I ®—H �_ ® ® PLOT DATE: i co ( / N I. I' M I i I ® ® J-80XFm e — REVISION DATA: o J TRAINING ROOM K TRAINING ROOM L TRAINING ROOM M TRAINING ROOM w GENERAL OFFICE o GENERAL OFFICE E-12 SCALE %2"=l'-0' E-12 SCALE %2"=1'-0" E-12 SCALE V2"=1'-0" E-12 SCALE %2'=1'-0" E-12 SCALE %2"=1'-0" E-12 SCALE %2'=l'-0" 1'-6. 1 if 1'-0' 114 e' it 2'-6' s' #12A5 (REPL. #0390) 4.-0' 11-01 , I I I ZEPHYR COMMONS CONTRACTOR TO PROVIDE 7' 2'-7' 1'-6' 4'-0' 4'-2' 7' 3'-T 4'-0' 1'-10' 1'-l0" I I I Ell MOTOR RATED TOGGLE SW. lie liei FOR POWER SUPPLY DISCCIJNECTI 4'-G' Ir PRETTY POND RD. 8L HWY. 301 ZEPHYRHILLS, PASCO CO., I I FLORIDA I I I ! I ! I ! I I ! I I I I I I 1 I I I I I ( I I 1 i l i I IG , ! ! ! NO ELEC. DEVICES 5A4*A4 I I I I I I I I ° I I I V112707 I I i I I I I I N DRAWING TITLE: IG� N� N® ®IG N® No N� �IG ! I ! ! ELECTRICAL DEVICE I I I I I ELEVATIONS EDED o I I I I I IG IG SCALE: 1 /8 " = V- 0" P GENERAL OFFICE o GENERAL OFFICE MANAGER'S OFFICE s MANAGER'S OFFICE rT MANAGER'S OFFICE u MANAGER'S OFFICE E-12 SCALE /2 E-12 SCALE /2 -1 0 E-12 SCALE /2 E-12 SCALE 1/2"=l'-0" E 1 2 E-12 SCALE %2"=1'-0" E-12 SCALE %2"=1'-0° 1 „_-1 ,_0 1 ��_-1 ,_ Df 17 10-JAN-2008 10:03 xmwc P:\1200-1299\1245\1245e12.dgn a b d I I I I I I I I I I I I I I I I I I � I I I I I I I i I I i I I I I I u� 0 0 0 0 0 0 0 O 0 0 0 0 A CASH ROOM E-13 SCALE Y2"=l'-0" 3'-0. DELI/BAKERY MGR OFFICE SCALE Y2'=l'-0" CUTOUTS FOR ELECTRICAL DEVICES PROVIDED BY MILLWORK MfG.(TYP.) -€ E TICKET MASTER CABINET E-13 DELI/BAKERY MGR OFFICE SCALE Y2'=1'-0" B CASH ROOM E-13 SCALE Y2"=1'-0" F SCANNER AREA E-13 CUSTOMER SERVICE (E9 F9 G9 & H) SCALE N.T.S. SECTION 'A' 5'-0' 2'-G' „ G. 1'-0. PROD./GROC./MEAT MGR OFFICE SCALE Y2"=1'-0" 1'-915/16 ' 3'-8Y16„ I I c CASH ROOM E-13 SCALE Y2"=l'-0" G ASSOC. AREA E-13 6' ,. 6' .. 3'-6' 2'-0" PROD./GROCD/MEAT MGR OFFICE SCALE Y2'=1'-0' LOTTERY CABINET E-13 a cc SECTION 'B' 4 PROD./GROCo/MEAT MGR OFFICE SCALE Y2"=1'-0" ` 3'-81/a° o CASH ROOM E-i3 SCALE 1/"=1'-0" 6 d 1'-0. 2'-01, DELI/BAKERY MGR OFFICE SCALE Y2"=1'-0' 6'-6' PROD./GROG/MEAT MGR OFFICE SCALE Y2'=l'-0' Publix. SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680-5295 PHYSICAL ADDRESS; 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 3381 1-331 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG. 91316 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA REG.11881 SC. REG. 7477 AL. REG.623A TN, REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL -FL. REG.4S277 GA REG.020251 SC. REG. 16340 AL. REG.20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG, 51959 GA REG.27740 SC.REG.21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL. FL REG. A3889 GA REG. 021246 SC. REG.16521 AL REG. 20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG.54781 GA REG.31882 SC. REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA REG. 025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL • FL. REG. 59422 GA REG.31492 SC. REG.25290 AL. REG. 28079 �C COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRTTTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES ]AN 10 2008 PUBLIX PLOT DATE: REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5,404 V112707 DRAWING TITLE: ELECTRICAL DEVICE ELEVATIONS SCALE: 1 /8 " = 1'- 0" 10-JAN-2008 10e01 xmwc P:\1200-l299\1245\1245eI3.dgn BOARD BOARD BOARD INPUTS NAME OUTPUTS NAME LOCATION TYPE NUMBER ACI FRZN FD 88 1 1 Ta FRZN FOOD TEMP FAN HIGH 0 1 n p u f p u f S o 2 FIRE ALARM FAN LOW 3 SUPPLY COOL 1 PuIl'o °- ❑9-❑ ❑®❑ a © 4 COOL 3 TRANSDUCER COOL 2 SUPER M A R K E T S 5 HsA DEW POINT SENSOR SUB COOL BYPASS 2 0 co O� �e O ❑®❑ R1 , ,-ND G MIXED AIR HEAT RECLAIM K �15 III rI L7tl @ 2 1 -NC 3 TI L77t�r� a$ �d o ® 3 2-NO 4 0 <s n0 0 5 2 O ®®®®8®®h oa �A dDtl 0 - 4 2-NC s awr �ppl o s 3-No T @< ®®BI®®BIB g sit R ° 6 3-NC 7 FAN FAIL COMPRESSOR 3 8IRV,° m w a 9~ p p p o ®8 4-N° ❑�❑ 8 COOL 4 TRANSDUCER COMPRESSOR 4 �m o R 1 No CORPORATE OFFICES, FACILITIES DESIGN 1 7 O @ ®®®88®B9NC 1 �^ �� p p 0 1 D 5 N° a o 0 0 0 H` 0 0 0 0 0 0 o R 1 NO AC2 GROCERY 88 2 1 Tb GROCERY TEMP FAN HIGH BOX 407 LAKELAND, FL 33802 GROUND a o 11 6-NO R, CPC PART423T-3066 WR. 1.00 0 0 0 0 0 0 0 o a o a o r� a o R3 ND 3 SUPPLY COOL l 0 1 6-NC o 0 0 0 0 0 0 0 0 0 0 0 0 0 ° NC 2 FIRE ALARM FAN LOW (863) 680-5295 o t3T�fT BA BA BA BA BA B A BA 14 i2' y® 14 7-Nc ❑ p p p 0 p p p p p p p p p p p o R 3NC PHYSICAL ADDRESS: K - 15 a< W p o & 15 8-NO ° R No 3300 PUBLIX CORPORATE PARKWAY, O R4 NC 4 COOL 3 TRANSDUCER COOL 2 LAKELAND,FL338113311 ° —NO 5 HsB DEW POINT SENSOR SUB COOL BYPASS 16 O 6< o�a(D v� r� D p p n ❑ O�❑ 16 8-NC ❑ 3 O 5 NC 12lSv ❑l❑ 5vDC o e o ,�, _ o NO PC-104 33. 6K BAUD 5�0� a w®�C) =e R7 ND 6 MIXED AIR HEAT RECLAIM �0 ° RBNo 8 COOL F4ITRANSDUCER COMPRESSOR 4 PUBLIX FACILITIES FAX/MODEM 12vac o ppp RING7 FAN CPC P/N 570-3360 ❑®o u o Instal Ied Z®�0 �0 Wo00 �_ ❑�❑ $ ( Ac AK RY DESIGN DEPARTMENT - o COM485/WHITE + 3 B E 88 3 1 Tc BAKERY TEMP FAN `- (D 0 ❑®❑ COM485/SHIELDOv 2 COOL 1 DAVID TAULBEE, AIA N _ MJLTIFLEX 88 Q @BB CPC PART#810-3064 @� @@@ @@@ @@O @@@ @@6 @@B @@@RELAYS O COM485/BLACK - m o z W p p p ® N No 3,-*J=r E S ND,NC NO2NC NO7NC ND4NG I10 NC NO6NC NO7NC N0BNC NO ARCHITECT-FL.REG.91318 ®�Q g D ° N ,xwrs ; 3 SUPPLY COOL 2 efi-e®❑ "' 0 p p p O N. POWER ss-seem+ Tm6 S�tr o O 120vAC NEUTRAL ® 1 z ® 0 N f24VAC1A.v w ;� = o USa o HOTAo 4 RETURN ELECTRIC HEAT 1 DAVID RUBIN, AIA 18 o c a N RS485 �+ o eu. ❑®❑ ARCHITECT -FL. REG.92557 Ei =2 E3 E4 F5 on @ + z �� 21 ° ® o p p p N 0 S4 53 S2 5, 6 FIRE ALARM ELECTRIC HEAT 2 SC. REG. 7477 N o F z GA REG.11881 2 ❑ ❑ ® ® ® ® a ,12,,,,,, AL. REG. 6234 _ 23 0 (Ej) 7 FAN FAIL B O O ours ourz our3 Dur4 ours ours Dun oura� TN. REG.143497 r + JOHN W. KITCHENS PE z ' . 4 Er, I� I - I e 9 I.. I- IDI - f GROUND 24 O ® xxn over 6vxn nti ixv ,xm nevre *xJ @ YF E R Y Y U 1 B P 1 2 � J8(HNT) v+s w w 6v� ws6 sc 4x ms6 , Goo 2 0 @@@�.@@0@ @m@@@0�@ O 000� NOT USED NOT USED O AN DELI 88 4 1 Td DELI TEMP FAN CIVIL/STRUCTURAL-FL. REG. A5277 z O® 88 9 120 III�_�II;II�IIIII�I 3 GA. REG. 020251 2 COOL I SC. REG. 16340 AL. REG. 20382 xNh X C Y ® N B11 , ,w„ (Doe 3 32 ® 3 SUPPLY COOL 2 TN. PEG. 101507 i�dl ��I� ��I� � I��Ii��I� � 4 RETURN ELECTRIC NEAT 1 PAUL C. HARMAN, PE 6� S u 12/sv ❑®❑ � Om @@@A 0 � ❑ °8'" STRUCTURAL•FLREG.51959 it ova 1 a � 1,� 0 ,r y® ❑®❑ R9 � o t71-NO 5 FIRE ALARM ELECTRIC HEAT 2 SvOC '< n0 0 7j O 1 8. 1 -NC NA T [FLEX 88 O 5 0 V A O GA REG. 27740 1 2vDO 99919090 Da 2 @ O 2-NO O @BB CPC PARTUBIO-3064 @@@ @@@ E@ @@@ S@@ @@@ @@@ @@@RELAYS x j r W p p j o 20 2-NC 0 a yip SC. REG. 21754 ❑®o @ s ®®®I®I®® N g gig g ro<�1iFW MPU1L�i = NO1 NO2NC NO3NC N04NC N05NC NO6NC NOiI& NDSNC 7 FAN FAIL AL. REG•2d905 ' - y O 21 3-NO POWER szwt5 sw @@ - w Ey _� a p p O ®22 3-NC (24VACI 8®0®RRR® N> m i k O 23 4-NO A rw I6A' w`ma W e e @< m4 4x o 24 4�1c 8 TN. REG. 107882 N a_ Rs4a5 s Em«eop#SS.6Yx JOHIV J. CARAMALIS PE e- logo go € 5 �m o zs s-No Bx6:,w o @<` @ p p p i2 O 26 5-NC @+ °" S4 S3 52 S® F1111 [1111 AC5 BRCK STORAGE 88 5 1 Te BACK STORAGE TEMP FAN CPC PARia237-3066 4ER. 1.00 o p p p o 2T 6-N0 ®,P 2 COOL I MECHANICAL GA R G. 021FL PEG. 438 8246 @<= o®�`�' 0 n 6-NNC ® ® ® ® ® ® • • ably SC. REG. 16521 3 SUPPLY COOL 2 AL REG. 20581 � � 30 7--NC � m OUTt OUi2 OUr3 OUT4 OUi5 OUT6 QUT7 OUTS TN. REG. 108507 �� o p p p " 0 31 8-NO (DRY CONTACTI ® „�,„, ,�, „� ,�,� r�� 4 RETURN ELECTRIC HEAT 1 @ ns�a® 32 8-NC 1 RY CONTACTI J8(HHT7 ® as w av s ws6w uws6wsc �«< Override Override Override Override @ ' m ❑�0 0 @@@0@@m@ @@@@@@00 p ��00 �� O 1 OOVA 5 FIRE ALARM ELECTRIC HEAT 2 ANTHONY CLEMENTI, PE Eogger Store Lights Outside i de L i gh+s Light Lab O w�0� p p p 6 HsC DEW POINT SENSOR E,, d for 10 sec. 5 (ho 1 d for 10 sec. 1 (hold for 10 sec _ > (ho I d for 10 sec, l 0 88 10 24 MECHANICAL - FL REG. 54781 n e p p p GA. REG.31882 cOM 1a ❑®❑ @Ax El TYPICAL 0 SC. REG.25591 e o 0 7 FAN FAIL AL REG.28469 WHITE A xp o 07 p p p SHIELD Ov z Z• (D 0 o p p p 8 TN. REG. 111362 BLACK A- o 0 0 LDN ❑®❑ ����0 _ ❑�❑ POWER IN , , ACG OFFICE 88 G 1 FAN RAYMOND J. SIRIANNi, PE LLOONDA 2 ® o a®�� m p p p ISOLATED GROUND 2 COOL 1 ELECTRICAL- FL EG.5AO85 LON B o = e ^� o p p p 0 0 `RDL GHTS 3 SUPPLY COOL 2 SC. REG. 1974336 CDM 1 B ❑®O oz ti®�( � & L1-EMS-A O O AL REG. 23065 of WHITE D -' m Q7ppp NEUTRAL 4 RETURN ELECTRIC HEAT 1 rN.REG.10e038 SHIELD Dv� D p p p ❑®a ISOLATED NEUTRAL 5 FIRE ALARM ELECTRIC HEAT 2 ❑®o O N o 6 NORMAN MEIER, PE Q N i 1 7 FAN FAIL GA. REG. 31492 ELECTRICAL - FL. REG. 59422 8 ERV-UNIT SC.REG.25290 o e EMS B INTERIOR ELEVATION AL REG.28079 Paste setpo i nts GROUND drawing here on Q_g� �NS. EMS MULTIFLEX 88 1/0 BOARD FIELD WIRING POINTS PUB SUPERRIGHT MARKETSBINC. outside of door 1pOVA � 0 � W He � O 4- THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKET$, INC. AND ARE NOT TO BE O 15A 15A COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT o O e J' WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE W °— DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION Of 0 EMS LTS PUBLIX SUPER MARKETS, INC. L F__l TCAI I ❑ O @@B {PC PART#810 83064 QB@ 808 80@ 008 0@@ 80@ @0@ l4@6RELAYS - BOARD BOARD BOARD INPUTS NAME OUTPUTS NAME THE DESIGN INDICATED IN THESE CONSTRUCTION S ����� DOCUMENTS DOES; TO THE BEST OF µY KNOWLEDGE, O Q O v sY�exs6e nve s¢ea NO iNC NOZNC NO3NC N04NC NOS NC N66NC NO TNC NDB NC LOCATION TYPE NUMBER IN FORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE cw cc6,s is POKER sz-sex rre6 e w t24VAC) mx�wmss-�ii MINIMUM BUILDING CODES ��° EMS B 88 9 1 Tf BOOKKEEPING T2 ax ,bvx eawo e (DR5465 sd-xcrm 43pA[53. pan `[' p Bp t deU g' s4 s3 Sz s1 COMM. ROOM 105 2 T VESTIBULE TEMP T4 ® ❑❑❑� ❑❑❑❑ 120Y 3 Th VESITBULE TEMP lle�a$® ®_ � DUTt DUT2 OUT3 OUTQ DUT5 9UT6 OUT7 OUTS 4 OJB(HHT) ® uv ® , � Q �«< �� O 5 00000000 0000w 0@ 00@0 NO US NO US D 6 EMS A INTERIOR ELEVATION 7 T3 VESTIBULE HTR RH3 (NORTH ONLY) EMS A EXTERIOR ELEVATION 8 T2 VESTIBULE HTR RH2 (NORTH ONLY) MULTIFLEX 88 I/O BOARD —TYPICAL A/C INSTALLATION C��S A N.T.S. EMS B 88 10 1 T1 CASH ROOM VAVI CASH RROM .s. COMM. ROOM 105 2 T2 BOOKKEEPING VAV2 BOOKKEEPING 24V 3 13 TRAINING VAV3 TRAINING 4 T4 LOUNGE VAV4 LOUNGE 5 T5 PHARMACY VAV5 PHARMACY 6 . 7 MDP 2 8 MDP 1 ®®® NOTES: '[II AI j{1I(pu��ll 1) TIE ALL SHIELDS TO TERMINAL STRIP GROUND. 0 RACK 1 RACK #2 RACK #3 RACK #4 -tlNWNstlD- 2) TIE ALL "WHITE" NEUTRAL WIRES TO THE NEUTRAL TERMINAL. WATER 3}ALL 24v IBOARD 10) INPUT/OUTPUT TERMINATIONS MADE ON BOARDe HEATERS0 6 EMS B INPUT/OUTPUT FIELD WIRING POINTS OLI E-14 A 8 ROC BOARD - TYPICAL A/C INSTALLATION (NORTH ONLY) 7 N.T.S. E-14 BD 17 CPC IGAI BOARD/ TERMINAL INPUTS OUTPUTS TERMINAL O z 81030I13 1~ :' z SL0 0l3a 0 TYPICAL 16AI CONTROL PANEL LOCATION IN REFRIGERATION MACHINE ROOM FIELD TERMINATION NUMBERS NUMBERS CONTROL_ PANEL _ BLACK_- 1 BACK DOOR SWITCH STORE LIGHTS SFL-I,SFLI-1 & SFLI-3 1 _ BLACK__ N.T,S. _ _WHITE_ _ 2 (WIRED TO 120VAC) 2 _ _RED SNAP TRACK MOUNTED SNAP TRACK MOUNTED BACK_ - 3 RECEIVING HEATER TEMP STORE LIGHTS SFL-2, SFLI-2 &SFLI-4 3 BLACK - • - _ _WHITE_ _ 4 (WIRED TO 120VAC) 4 RED �, .,.° ° ,.,. ;a °e.:. T • ° • - _ _ BLACK_ _ 5 APRONS POWER SWITCH CASE LIGHTS: DAIRY/BEVERAGE Al 5 BLACK —----------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --WHITE- 6 (WIRED TO 120VAC) 6 RED 16AI �� 6 tsat a 810-3013 34 s z 810 30t3 4` I I _ _ BLACK- - 7 CASE LIGHTS: FROZEN FOOD A2, Bl & Cl 7 _ BLACK_ _ WHITE_ _ 8 {WIRED TO 120VAC) 8 _ _RED SNAP TRACK MOUNTED SNAP TRACK MOUNTED I _ _ BLACK_ _ 9 CASE LIGHTS: SPECIAL MEAT C2 9 _ BLACK_ _ (� UNiT #4 UNIT3 UNIT #2 UNIT #I I WHITE_ _ 10 (WIRED TO 120VAC) 10 RED ''"°"' ' =I.° '• "'T "' "" ' ° "°"' " °"' """' °"' �' ""• I 106 1106 1107 1107 110E 1108 1109 1109 1110 1110 1111 1111 1112 IIl2 t113 t113 1114 114 1115 t1t5 1203 1203 1204 L204 t205 1205 1206 I206 t207 1207 1208 1208 1Z09 1209 t210 IZ10 1211 1211 1212 1212 I _ _ BLACK_ _ 11 TRACK LIGHT: PRODUCE SFL-3 11 BLACK TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP, PROBE TEMP, PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE DOOR SWITCH DEF. TERM DEF. TERM DEF. TERM DEF. TERM OEF. TERM DEF, TERM DEF. TERM DEF. TERM I - _ WHITE- - 12 (WIRED TO 120VAD 12 _ RED _ _ CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUITCIRCUIT CIRCUIT CIRCUIT CIRCUITCIRCUIT CIRCUIT CIRCUIT CIRCUIT CCfl*8IT CIRCUIT CIRCUIT CIRCUIT CIRCUIT I _ _ BLACK- - 13 EXIT DOOR LIGHTS EM-1 13 _ BLACK_ _ ale-3013 �'` _ $le 30t3 i ( I Oo no @� 00 00 OO Oo QO Ci © WHITE _ 14 (WIRED TO 120VA0 14 -RED_ ► o 0 0® o a o©© ® o o x® SNAP TRACK MOUNTED 6� SNAP TRA MOUNTED o ( BLAcK_ _ 15 GONDOLA LIGHTS H1 & RI 15 _BLACK- _ Q © C? OO ® ® WHITE 16 (WIRED TO 120VAC) 16 RED „ - I ..... ............ . ,.,. T e.T. . BD 18 I TERMINAL INPUTS OUTPUTS TERMINAL 1213WIZ14 t214 1215 1215 L1216W2407 240 2408 2408 2409 2409 410 410 2411 4ll 2412 24t2 2413 2413 2414 24t4 2415 2415 �2416W 2501 250t 2506 2506 �2507W 2508 250 509 509 2510 510 NUMBERS 0-3 `�` 6 t6al �" ( NUMBERS 2008 C CL C2 C3 C4 C5 C6C7 C8 C9 C10 CI $]®-3013 a 2 $t0-30t3 pEF. TERM TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE OEF_TERM DEF. TERM DEF. TERM DEF. TERM DEF. TERM DEF. TERM DEF, TERM pEF. TERM DEF, TERM DEF. TERM 1C1 C Cl C2 C3 C4 C5 C6 C7 CS C9 C10 C1t C12 C CI C2 C3 C4 C Ct C2 C3 C4 CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT ( �» ° �� " 'a rq a '� Fw FA '�" BLACK 17 SECURITY LIGHTS Fl 17 _BLACK _ •i •2 •3 •, S E 12 •1 •2 3 5 •6 ,Z •°t °2 6•3 V wee �.6 � i #]3 "4 #5 •6 #8 #9 "10 •il °12 't3 #53 "52 '56 #57 °54 '36 '15 °16 #t7 #I 7 n - - - - _ - - - ~� w R WHITE 18 (WIRED TO 120VAC) 18 RED x 6 O „No- 6• O I SNAP iRRCK MOUNTED SNAP TRACK MOUNTED ( ® ® ® ® ® ® ------- ° MEAT C , 1 & J2 ------ BLACK 19 CASE LIGHTS. FRESH 3 J 19 BLACK :� - • • - I ( _ _ WHITE_ _ 20 (WIRED TO 120VAC) 20 _ RED PUBLIX I _ _ BACK_ 21 CASE LIGHTS: PRODUCE J3 21 BLACK c,w WHITE_ 22 (WIRED TO 120VAC) 22 _ RED _ _ 610 013 4' $ esAials BLACK_ _ 23 CASE LIGHTS: BAKERY/DELI/FLORAL KI, K2 & K3 23 _ BACK_ - „� s ., E, I 2511 25t1 2512 2512 2513 2513 2574 514 2515 2515 516 516 3106 3106 3107 3107 3108 3t08 3]09 3109 3110 3110 3t1I 3111 t12 3112 3113 3113 114 114 31t5 3115 3216 3216 4306 4306 4307 4307 4308 308 ( _ _ WHITE_ _ 24 (WIRED TO 120VAC) 24 © PLOT DATE: Im TYPICAL CONDENSER FIELD TERMINATIONS O 'dxF6 . O —- F,T RM DEF.TERM DEF.TERM DEF T RM DEF.TERM TEMP. PROBE TEMP. PROBE TEMP, PROBE TEMP.P B TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP, PROBE TEMP. PROBE TEMP. PROBE SNAP TRACK MOUNTED SNAP TRACK MOUNTED I DE E E ROE 0 E _ BLACK_ _ 25 FOGGER EMERG LTG: SALES FLOOR EM-2 25 BLACK 10 JAN 08 1111 CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT I 6 N.T T. - - - - 62 #3 •7 #27 2 ° 6 '57 °54 ° °1 #28 ( _--- _"-- -- _.-- -.-- ---- ---- -- ---- --- --WHITE_._ 26 (WIRED T0120VAC) 26 _ _ '' ""' °°;"•'• "° ""` ` "° '"""' °" "" ` "" :"` I _ _ BACK_ _ 27 STORE LIGHTS BYPASS APRONS: POWER & LIGHT H2 27 BACK Y _ _WHITE_ 28 (WIRED TO 120VAC) 28 _ _RED _ _ REVISION DATA: BLACK_ _ 29 OUTSIDE LIGHTS BYPASS DUCT HEATER (DH-1) Ll 29 _ BLACKrr _ _ IX3 TRACK I I I WHITE_ _ 30 (WIRED TO 120VAC) (OPTIONAL) 30 _ _RED N x I I _ _ BACK_ _ 31 TRACK LIGHTING BYPASS RECEIVING HEATER (RHD Dl 31 _ BLAeK__ N I 4309 4309 4310 4310 4311 4311 4312 4312 4313 4313 4314 4314 4315 4315 4316 4316 4401 401 4402 4402 4403 4403 4404 4404 4405 440 4406 4406 4407 4407 408 4408 440 4409 4410 4410 4411 4411 4412 4412 I WHITE 32 NORTH ONLY - N.O. DRY CONTACTS 32 RED DOOR SWITCH DOOR SWITCH DOOR SWITCH TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE io W ®®®®®®®®®®®®®®®®e ao ®o o ®®®®®®®®®®®®®®®• aD ®®a o I CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT I `54 #27 $28 *33 #35 *34 °51d i5tc s51b 1510 #58 $50 '49 948 #47 946 #40 #43 942 #41 i NOTES: I I 1)TIE ALL SHIELDS TO TERMINAL STRIP GROUND. IX3 TRACK i I I 2)TIE ALL 'WHITE' NEUTRAL WIRES TO THE NEUTRAL TERMINAL. I I i I I EMS AINPUT/OUTPUT FIELD WIRING POINTS W4413� 4414 4414 4415 4415 �4416W 4501 4501 502 4502 4506 4506 4507 4507 �4508W 4509 450 �4510W 4511 4511 4512 45I2 �4513W 4514 4514 4515 516 4516 4516 4601 4601 �4GO211�46021 4603 4603 ( #12A5 REPL. #0390 IX3 TRACK I I I ZEPHYR COMMONS TEMP, PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE TEMP. PROBE OEF.TERM DEF. TERM DEF_iERM OEF.TERM DEF. TERM DEF. TERM OEF.TERM DOOR SWITCH DOOR SWITCH DOOR SWITCH DOOR SWITCH ODOR SWITCH CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT •45 #44 =39 #32 #29 e30 #31 1155 #33 935 934 #32 •29 *30 1131 #51d e5lb 1518 s40 439 1 9 p®�®e®®®®®®�®®��®®� I I PRETTY POND RD. & HWY. 301 ®®®®o ®®®®� ®®� ®®®®® ®� ®� I ( I ACI FRZN FD 8ROC 11 1 N/A ACI AUXILIARY HEATENORTH ONLY) ZEPHYRHILLS, PASCO CO., (NORTH ONLY) 2 N/A ACI AUXILIARY HEAT2 (NORTH ONLY) FLORIDA IX3 TRACK I I I I 3 N/A ( I 4 N/A O®®®®®e®®®s®®®t®®®®®®o o®®®e®a4®®®®®®®®asp®®®®0 1 604 604 4605 4605 DOOR SWITCH DOOR SWITCH I 5404 CIRCUIT CIRCUIT 6 N/A *z9 #30 I 7 N/A U112707 IX3 TRACK S NIA DRAWING TITLE: 1 AC2 GROCERY BROC 12 l N/A AC2 AUXILIARY HEATI (NORTH ONLY) ®®®®®®®®®®®®®®bg®®®° o®®®®®®®®A16t®�*®@®®®®®o I I I (NORTH ONLY) 2 N/A AC2 AUXILIARY HEA12 (NORTH ONLY) o®®4D ar®®®®®®®®®®®®®®®4to-100®®®®®®®®®®®®®®�®O I ( i I 3 N/A IX3 TRACK I i I 4 N/A 5 N/A E M S I Fcolm Foy Fcoll OM QJv COM COM �V COM COM OV Wl ®®®®®®®®0 ° I I 7 N/A DETAILS ECHELON ECHELON ECHELON ECHELON I 8 N/A 1 I i 1 I EMS 8 ROC FIELD WIRING POINTS (NORTH ONLY) — — — — I SCALE: i /8 ° = V. 0° I I I 7 TYPICAL 16AI CONTROL PANEL LOCATION INTERIOR ELEVATION EMS HVAC/LIGHTING FIELD WIRING TERMINATION POINTS N.T.S_ N.T.S. pf l7 10-JAN-2008 10.01 xmNc P:\1200-1299\1245\1245el4,dgn P u b 11'6 xe SUPER MARKETS — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- - — - — - — — - — - — - — - — - — - — -8-- — - — - — - — - — - — - — - — - — - — - — - — ---9 - — - — - — - — - — - — - — - — - - — - — - — - - l — - — - — - - . CORPORATE OFFICES, FACILITIES DESIGN rr - ------------------ - ------------------- -- - ---- ---- r---------======,- ____;' __-' --__I BOX407,LAKELAND,FL33802 ---- -- -- r------, -----, 186316805295 PHYSICAL ADDRESS: ------J ----- TRUCK -F-0 3300 PUBLIX CORPORATE PARKWAY, - ,----- , LAKELAND, FL 338113311 DOCK PUBLIX FACILITIES ------ ----- - -- i - _ _ _ DESIGN DEPARTMENT --- -_j ' II I ------ r------ 1 I ` DAVID TAULBEE AIA , TRUCK _-F-0 I ARCHITECT - FL. REG, 91318 25'-41�ts 69'-7%a' ; - --- - -- -- - 47'-0%$'-------------- ------ --------- -- --- ---------- - - -------- 68'-3' 6 -6�s' , - - DAVIQ RUBINI AIA ( '- ,--____-' L_____-'-____-' -- - - - - - - - - - - - I I 6 - — : I I I ARCHITECT - FL. REG.92557 10'-1%8' 1 I I GA. REG. 11881 I ,() O O O I o Q SC. REG.7477 1 61 <5 AL REG.6234 -- -—-—-—-—-—-—-—-— -—-—-—- — - — - —----—-—-—-—-—-—-—-—-— -—-—-—-—-— - — - — -—---—-—-—-—-—-—-—-—-—-—-—-—-—- — - — - —- -—-— - — -mma— O—-—-:-—-—-—-—-—-- "A - — - — - — - A -—-—-—-—-—-—-—-—-—-—-—-—-—---—-—-—-—- ------—-—-—-—-—-—-—- — - — - —--— - — - — -— - -- ---------------- TN.REG.103497 — — - — — a-------------------41----------- --- i�------—11--------- �I----------------- ----- -- —µ---------t�--------------------------------------- ----------- --- - - ------------------------ - ------ --- - --- ----- ------ -- ------ --- - -- - -- -- -----------------------------------� -------- i------- ii------- ii------- ii------- li------- i�------- ii------- ii------- n ------ ii------- Ii------- II ------- 11 ------ II = ,, -- - ii------- �i------- ii------- ii ----- - ii -- -- - �I O , _ JOHNW.KITCHENS PE II 11 II 7'-5' 11 3'-77s' , IB'-9V8' II 7'-5' 11 11 II Al ' II 7'-2`1' 11 7't15' II II 3'-2Ws' 7'-5° II 7'-5' 1'-4L ' li 711-5' 11 II 5'-4y2° 2'-0V2 ` n I I I 1 I CI TRUCTURAL- 77 III a 11 - yi n u n u I I n 1 n u E::1;I 11 u n n I I I L.,J ® El 0I [3 I / ---------1------ - --------- -- ----- ------"--- "-- - - - - -- ---- - - - - ---- - - - - ---- - - - - -- - - - - -- - FL. REG. - - - - - -L- - - - - - - - -- - - - - - -,- - - - - - - -- - - - VIL F - - - - - - - - - - - - y - - - - - � GC. REG. 1 b340 S I I I I I Awl- - I -- I --------- -- -------- - --- --------- ----------- -- ---- - --------- I -- I ----------'-- - -- --- ------------- -- --------------------------------- -- ------------------ 1 o TL.REG.2015 07 -------------------- - - ------------------------------------------------------------ ------------------------------ ---------------------------------------------------------------------- -- - =-- J— — — — — — I m I I I I 7h-- — - — -— — 9r----- -- --7 46. - 1-I e--- 8 0 I I PAULCSTRUCTU RHARMcN95PgE 1 1 'I I I I I I FE1 - — — — - I GA. REG. 27740 1 SC. REG. 21754 - AL REG. 249 05 - I ( 1 I I I - � - - - - - v 1 / `1 �. � 1 � I TN. REG. 107882 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M +--------------- --- ------------- I -- -- - -- -- ----- --- �, ----- -- -- --- --- -- -- -- ---------- ------------------------------ - _ -====-q3-------------------------------------[�---------------------- ----I--------1------------- JOHN J. CARAMALIS, PE -- 1 5x8(x10)--- — - —- ------1------- MECHANICAL - FL REG.d38B9 N I I �r------------------- - --- ----- --- I 5E®0® I � ---—-—-—-— - — - — -— --- -- I FL EG.A3824b 11 w SC. RL G. 10581 --------- - - --------- ----- - ------------------- - - - - --------- -- - ---- ------------ - -- -- -- - -- --------- ----------------- ---- ------ -- - - - -------------------- ---------------- --- --------------- , COOLER - - -------------�-------�f______ I 1----------- - ----- ----- I I _ TN. REG.108507 x28x(10) , ❑ ❑ �xl2X(10) ❑ ❑ ❑ ' 1 ` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FROZEN FOOD/ICE ❑ ❑ 12xq(10) 12 ' 20x ) 111 12x26x(I�7 I ANTHONY CLEMENTI PE 14x46x(10) DAIRY COOLER I MEAT CHICKEN I `° ' , CREAM FREEZER I C�JO I (` P E MECHANICAL - FL REG.SA78'1 I FREEZER COOLER LER I ----- -- - --- --- - - - I 1 COOLER ( GA.REG.31882 ---- - -- - --- - - - ------ -- - - --- - - - ------ I ------ - ----------- - -I`1- ----------- - ---- - ------ --- - - ---- --- ---- SC.REG.25591 ❑ fl--------- -E�-------------p---- - ----- - ❑- - - ❑------- - ---E7------------- p ------ - --- Ct - - I I ---- -------- ❑--- �❑------------❑� ❑_ ❑ � - - - - - - - �� I - - �-----------�-----------�----------- ❑7 � L7 I N REG.2816382 I I I I 1 r�________________________________�--___________' I I ---------- ---------- -_ -- -1----------------------=====1=====__ �1===== ____ ____ ________-_=_ __ _=====I-----==----- === (---------- - -- --- - — --___________-______= 1 RAYMONDJ.SIRIANNI,PE --------------------------------- - __ -------------------- 11 I L �- r � - r 1 -1 ELECTRICAL FL REG. 54085 r _ 1 ----h------------- ------------- - - ---- --- ----------- - - -- 1F -------------------------- - ----- --- -- - I -------- ------------------------------------------------- ------------------- I - I t ! F L 7f (- - - - F�--c_------------------------------------------------------- ---------------- ------------------ ------------------ I " GA REG. 974 36 t ) t ��—( - I - -i r - -�--_ - I I ` \ SC. REG. 19743 =7r - J i � I \ / \ / \ / \\ AL REG. 23065 lz�fc� -0- 'O' -0- I \ TN. REG. 108038 = II 1 1 I \ 1 11 8'-9• 2'-1 " 6'-7%' 8'-9' 7`77-8�g" g'-9' 4'-0�8„ 4'-85is' 8'-9.1 3`-45/8 8'19 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - 1 8'-71/4' 4'-43/• 13'-0' \ \ � I NORMAN MEIER, PE 11 -- 5'-11 1 2' 9%8 � 2 ELECTRICAL - FL. REG. 59422 ------- -- ------------------- - - ----------------- ------------------------ ---- -- - --------------------- - --------------------------------- - - - - -------------------- I ------- ---------- ---------------------- - --------- ----- ------ ---------- --------------- - - -- ------------ -------------------------------- ----- - FE1 I `° GA. REG.31492 O I I I I I _ SC. REG.25290 I I I I I I I I I I 1 AL. REG. 28079 ,_ �;". I I.. ;K. . 1 ;�: _------------------------------------- - I ------------------- I r I ' 11'-3', 10'-9' 5'-13/' 5' 113/4' 11'-3�8' T I I I I I 8'-9 s' 8' 8Y2' 8'-7' 10'-11_js° 6'-21fi' '-6y,G , 10`-9° t0'-9' 6'-0 s' '-8ll/6' 10'-91,,-toy, I PUBLIX S�ER'MARKETS INC. 11 I I I I I I I I I I I I 4 I 10' 9' S'-10 $.1'-9• I I _ _ I _ _ _ I _ _ _ _ _ I _ _ _ _ _ _ I I __ _ _ __ _ _ I _ I I I I I I I I I I I THESE CONSTRUCTION DOCUMENTS ARE HE PROPERTY I T P — - — - — - — - -- ----J------ ------------- -- ------- --------- —------- - - -----'---------' -------- -- - —---- -- - ------ -- --- -- --— -- - — --- -- -- - — -- -- -- — -- - -- - --- -------------------- ----- OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE I I I i I I I I 1 I I I 1 1 ( I I 1 I I COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT i cg WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE I DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF , I I , I , i uJ / I 1. 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ZEPHYR COMMONS �}---------------- --- -----; ---------------- - - - - - - - - - - - - - - - - - - - - - - - �=-- --- - — — _ - - _ � I -t - - - - - - -�k I'----------------------------------------------------------------- ---------i--- ' _ ,.-r iI I 11 0l --I I 0I ® I I - II -------- F„ 1 I I _I ' 1 I 111 k-.',013 0 II 11 O `I N 1 PRETTY POND RD. & HWY. 301 I I I1— -- II- I ------- I ------------- F� 1:1 - ( I ---- ---- PASCOCO., ----- IT „ - - - I- — - — -, - - I ZEPHYR FLORIDA -- ------------- i --- --- -------- 1 I I 1 r 8x18x(10) x8x( ) I I ----- e ---- --- --------------- � El F�1 '' I I I I, BAKERY 1AKE II I I ® 1 ® I0 I II -- --- - - - - -- - - - - -- - - - - -- I II, ® I I I " ' 1 I ❑ FR.E°EZER ❑ m COOLER I- ---- - -I = I L__JI _ _ 9 I 1 I I j;QI — - - I ------------- ---- I ---------- ---- ---------I I — — - --- -------------- - _-- - ---------- --- ---- -- --'II ---------- - -- --- -- -1—I-------- 1 �� - ---- --- I -- -- r- — I — - - — -- ---- -- --- ----------- I 11 570� — - — - — - — --- ----------------------- --- ---- -- ---- - - _ --I- - - - - -- — - _-_-_-_-_-_-_-_-_-_-_-__--_-___-_-_-_-_-_-_-___-o�___-_-_ _�__� _ _ �_ ___-___--� _ _ __--_-_-_-_� _ _- �__ ______ _ _-_-___-_-_ ___-_- 514*14 1 , i I I z I 1y112707 I I I � I 1 �V-p I I DRAWING TITLE: I I 1 I 1:1 m 1:1 I 1:1 m ❑ I El 14'-11 f2' I Im 15'-8716' I I I I , I I 1� I I � I I I i; I I I I LIGHTING , ----------------------'---------------------------- I I I I I I I DIMENSIONS I i , I , I I I I I I I 2 3 4 00 OHO O . iO SCALE: I /8 11 = I'- 0" 10-,LAN-2008 10:00 xmwc P:\l200-1299\1245\1245e15.dgn PANEL SFL LOCATION: REAR CORP. SERVES: SALES LIGHTING MOUNT: SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNLAIC (RMS): 65.000 A PANEL TYPE: N( MAIN LUG ONLY: 225 A BUS225A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENT SERVED BKR I CONNECTED VA BKR I EQUIPMENT SERVED CKT NO LT P I TRIP I A B C TRIP P A 1 SALES FL LTG * 1 20 1180 A 3 SALES FL LTG * * 1 20 1180 120E 20 1 SALES FL. LTG. * 2 A A 5 SALES FL LTG * * 1 20 1180 120E 20 1 SALES FL. LTG. * 4 A A 7 SALES FL LTG * 1 20 676 118E 20 1 SALES FL, LTG. * 6 A A 9 SALES FL LTG * � 1 20 1062 482 20 1 SALES FL. LTG. � 8 A A 11 SALES FL LTG * * 1 20 1180 120E 20 1 SALES FL. LTG. * 10 A A 13 SALES FL LTG * 1 20 11� 1052 20 1 PRODUCE SALES LTG. * 12 A A 15 SALES FL LTG * * 1 20 708 1200 20 1 PRODUCE SALES LTG. * * 14 A A 17 SALES FL LTG * * 1 20 600 120E 20 1 WALL WASH LTG. (PRODUCE) * 16 A A 19 SALES LTG (REAR) ** 1 20 168E 1298 20 1 WALL WASH LTG. (FRONT) * 18 A A 21 SALES LTG (REAR) * 1 20 1786 1534 20 1 WALL WASH LTG. (FRONT) *- * 20 A A 23 SALES LTG (REAR) * * 1 20 120E 144E 20 1 CHECK STAND LTG 22 A A 25 PRODUCE TRACK LTG * ** 1 20 1650 590 20 1 CHECK STAND LTG -* 24 A A 27 PRODUCE TRACK LTG * * * 1 20 15� 1650 20 1 PRODUCE TRACK LTG CIE 26 A A 29 PRODUCE TRACK LTG 1 20 1500 1500 20 1 PRODUCE TRACK LTG 28 A A 31 PRODUCE TRACK LTG * * * 1 20 1500 1650 20 1 PRODUCE TRACK LTG * * * 30 A A 33 PRODUCE TRACK LTG * * * 1 20 1800 1650 20 1 PRODUCE TRACK LTG * * * 32 A A 35 PRODUCE TRACK LTG )K * � 1 20 1142 165E 20 i SEAFOOD/MEAT LTG. * * * 34 A A 37 WALL WASH LTG. (PRODUCE) * 1 20 600 42b 20 1 CUSTOMER SVC. LTG. 36 A A 39 BAKERY LTG. * * * 1 20 1534 1404 20 1 SALES FL. LTG. (FRONT) * 38 A A 41 _______ BAKERY LTG. #- -* � 1 2C 168E 1554 20 1 SALES FL LTG. (FRONT) * * 40 A 144E 20 1 SALES FL. LTG. (FRONT) * * 42 A CONNECTED VA: 18036 17602 17384 DEMAND FACTORA.25 TOTAL CONNECTED VA: 5� AMPS: 147 TOTAL DEMAND AMPS: IN PANEL SFLI LOCATION: REAR CORK SERVES: SALES LIGHTING MOUNT: SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 65,000 A _ PANEL TYPE: NSl4Q MAIN LUG ONLY: 225-A BUTaA BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P A 1 DELI SALES LTG. * * * 1 20 81 A 3 DELI SALES LTG. * * * � 1 20 120 1077 20 1 SALES FL LTG * * 2 A A 5 BKRYIFLORAL SVC. LTG. * * * 1 20 11 852 20 1 SALES FL LTG * 4 A 7 SPACE ONLY * * * * 120E 20 1 SALES FL LTG * * 6 A A 9 SALES FL LTG *- -* # 1 20 120 106 20 1 SALES FL LTG * * 8 A A 11 BKRY SVC. LTG. 1 20 11 1680 20 1 SALES FL LTG * 10 A A 13 MIRY SVC. LTG. 1 20 177 120E 20 1 SALES FL LTG * * 12 A A 15 VESTIBULE LTG * * * * 1 20 106 74 20 1 SALES FL LTG CIE 14 A A 17 VESTIBULE LTG * * * * 1 20 107 1728 20 1 SALES FL LTG * CIE 16 A A 19 DAIRY SIGNAGE 1 20 30 960 20 1 SALES FL LTG * * 18 A A 21 CHECK STAND LTG 1 20 131 107 20 1 CHECK STAND LTG 20 A A 23 CHECK STAND LTG 1 20 131 1078 20 1 CHECK STAND LTG 22 A 25 SPACE ONLY 415 20 1 FAN F-8 (118 HP) 3* * * 24 E 27 SPACE ONLY 26 29 28 31 30 33 32 35 34 37 36 39 38 41 _ 40 42 CONNECTED VA: 7665 8715 9113 DEMAND FACTOR:1.25 TOTAL CONNECTED VA: 25493 AMPS: 71 TOTAL DEMAND AMPS: 88 PANEL A LOCATION: REAR CORR SERVES: FREEZER / COOLER MOUNT: ELUSH PNLVOLTAGE: 12MO8, 3P, 4W PNL AIC (RMS): 10.000 A PANEL TYPE: NQQD MAINBREAKER: 225A BUS225A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS FEEDTHRULUGS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA I BKR I EQUIPMENT SERVED CKT NO LT P I TRIP A B C TRIP P C 1 DAIRY CASES 25 * L 1 20 336 - 3 1 15 480 SPACE ONLY 2 C 5 DAIRY CASES 24 1 15 240 4 - 7 1 20 1 600 15 1 F ICE CREAM CASE 16 6 C C 9 DAIRY CASES 21 1 15 102 480 20 1 H 8 - - 11 * 1 20 1027 336 20 1 H 10 - C 13 DAIRY CASES 22 1 20 6 20 1 L 12 - - 15 1 15 112 480 20 1 H ICE CREAM CASE 17 14 C C 17 REAR LOAD DAIRY 23 F 1 15 1125 900 20 1 H 16 - - 19 1 20 87 698 20 1 L - 18 - - 21 1 20 1591 15 1 F 20 - 23 SPACE ONLY SPACE ONLY 22 C 25 DAIRY COOLER 26 F 2 15 62 20 1 H ICE CASE 14 24 C - 27 - - 2 624 20 1 L * 26 - - 29 1 20 180 1072 15 1 F 28 - C 31 ICE CREAM FRZR 27 L 1 20 107 336 20 1 L **FROZEN FOOD CASES 20 30 C 33 SPACE ONLY 15 1 F 32 - C 35 ICE CREAM CASE 15 * * L 1 20 600 698 15 1 F BEVERAGE CASE 19 34 C - 37 1 15 1 336 20 1 L �I: 36 - - 39 1 20 1027 20 1 CASE RECEPT. 38 F - 41 1 20 180 1027 20 1 CASE RECEPT. 40 F SPACE ONLY 42 CONNECTED VA. 783 7794 7589 DEMAND FACTOR:A TOTAL CONNECTED VA: 23215 AMPS: 64 TOTAL DEMAND AMPS: 64 PANEL B LOCATION: REAR CORP. SERVES: FREEZER / COOLERS MOUNT: FLUSH PNLVOLTAGE: 120I208,�4W PNL AIC (RMS): 10,000 A PANELTYPE: N= MAIN LUG ONLY: 2225 A BUS225-A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR I CONNECTEDVA I BKR EQUIPMENTSERVED CKT NO LT P I TRIP A B C TRIP P C 1 MEATFREEZER 28 L 1 20 80 C 3 MEAT COOLER 30 L 1 20 48 8 15 1 F PROCESSED MEAT 32 2 C C 5 CHICKEN COOLER 29 L 1 20 3 536 20 1 L* 4 - 7 SPACE ONLY SPACE ONLY 6 C 9 FROZEN FOOD CASES 9 L 1 20 69 6 20 1 L* FROZEN FOOD CASES 10 8 C - 11 H 1 20 1027 15 1 F 10 - - 13 H 1 20 1027 1125 20 1 H 12 - - 15 F 1 15 112 6 20 1 H 14 - 17 SPACE ONLY 6 20 1 L* FROZEN FOOD CASES 11 16 C 19 i 18 - C 21 ICE CASE 7 F 1 15 112 1 20 1 H 20 - - 23 11 20 637­I 15 1 F I F 22 - - 25 i 23 180 20 1 CASE RECEPT. 24 F F 27 CASE RECEPT. 1 20 I I SPACE ONLY 26 C 29 FROZEN FOOD CASES 8 F 1 15 690 600 20 1 L* FROZEN FOOD CASES 12 28 C - 31 H 1 20 102 1027 20 1 H 30 - - 33 H 1 20 102 102 20 1 H 32 - - 35 11 * L 1 20 698 15 1 F 1, 34 - 37 SPACE ONLY I E 698 20 1 L* FROZEN FOOD CASES 13 36 C C 39 PROCESSED MEAT 31 F 1 15 i02 d2 20 1 H1 38 - - 1 41 1 j ** L 1 20 102 281 20 1 H 40 - 600 15 i 1 F i 42 1 - CONNECTED VA 857 8588 8534 DEMAND FACTOR:tN . TOTAL CONNECTED VA: 25695 AMPS: 71 TOTAL DEMAND AMPS: 71 PANEL c LOCATION: REAR CORR. SERVES: FREEZER I GOC FRS MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10.00E A PANELTYPE: NQOD MAIN LUG ONLY: 1Q_A BUSITAA BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED i BKR CONNECTEDVA BKR EQUIPMENTSERVED CKT NO LT P TRIP A B C TRIP P 1 SPACEONLY 3 6 20 1 L* FROZEN FOOD CASES 6 2 C 5 600 15 1 F 4 - 7 102 20 1 H 6 - C 9 FROZEN FOOD CASES 4 1 20 102 698 20 1 H 8 - - 11 1 15 SPACE ONLY 10 - 13 1 20 102 3 15 1 F FRZN ISLAND CASE 1 12 C - 15 1 20 3 1027 20 1 L * 14 - C 17 FROZEN FOOD CASES 5 1 20 852 69 20 1 H 16 - - 19 1 15 6 24 15 1 F FRZNISLAND CASE 2 18 C - 21 1 20 3 1027 20 1 L** 20 - - 23 1 20 617 102 20 1 H 22 - F 25 CASE RECEPTACLE 1 20 32 15 1 F FRZN ISLAND CASE 3 24 C 27 SPACEONLY 3 20 1 L� 26 - F 29 CASE RECEPTACLE 1 20 852 36 20 1 H 28 - 31 SPACEONLY 84 20 1 L � *- MEAT CASES 34 30 C 33 15 1 F 32 - C 35 MEATCASES 33 F 1 15 252 48 20 1 L*** MEAT CASES 35 34 C - 37 ** 1 20 18 15 1 F 36 - 39 SPACEONLY 20 1 H 38 - 41 SPACE ONLY 40 42 CONNECTED VA 608 5925 610 DEMAND FACTOR:IQQ TOTAL CONNECTED VA 1812E AMPS: 50 TOTAL DEMAND AMPS: 50 ALL BREAKERS TO LOAD TYPE (LT1 CONNECTED FACTOR DEMAND * VIA 16 POLE CONTACTOR 'SFL-1' PER * VIA 4 POLE CONTACTOR 'SFLI-]' PER LOAD TYPE (LTI CONNECTED FACTOR DEMA CIE * VIA 4 POLE CONTACTOR 'SFLI-T PER LOAD TYPE (LI) CONNECTED FACTOR DEMAND * VIA 6 POLE CONTACTOR 'A]' PER LOAD TYPE (LT) CONNECTED FACTOR DEMAND -*- VIA 8 POLE CONTRACTOR '131' PER LOAD TYPE (LT) CONNECTED FACTOR DEMAND * VIA 4 POLE CONTRACTOR 'CI'PER BE 'SWD' RATED A LIGHTING 53022 1.25 66278 (2) SOLT''LXO 80/9991 SOG-3 OR S0.'D' "LXD 40/9991 SDG-3 OR A LIGHTING 25078 1.25 31348 SO.'D' "LXO 40/9991 SOG-3 OR A LIGHTING 0 1.25 0 SO.'D''LXO 60/9991 SDG-3 OR A LIGHTING 0 1.25 0 Sa'0''LXO 80/9991 SDG-3 OR A LIGHTING 0 1.25 0 SO. 'O' "LXD 40/9991 SOG-3 OR B AIR CONDITIONING 0 1.0E 0 (2) SIEMENS 'CLM 82031/ENCIF 46T SIEMENS 'CLM 42031/ENCIF46T B AIR CONDITIONING 0 1.00 0 SIEMENS `CLM 42031/ENCIF46T B AIR CONDITIONING 0 1.00 0 SIEMENS 'CLM 62031/ENCIF46T B AIRCONDITIONING 0 1,00 0 SIEMENS 'CLM 82031/ENCIF46T B AIR CONDITIONING 0 1.00 0 SIEMENS 'ELM 42031/ENCIF46T C REFRIGERATION 0 1.00 0 ** VIA 12 POLE CONTACTOR 'SFL-2' PER ** VIA 6 POLE CONTACTOR 'SFL1-2' PER C REFRIGERATION 0 1.00 0 * �K-*-)k- VIA 4 POLE CONTACTOR 'SFLI-4' PER C REFRIGERATION 22855 1.00 22855 " VIA 4 POLE CONTACTOR 'AT PER C REFRIGERATION 25335 1.00 25335 * * VIA 2 POLE CONTACTOR 'B2' PER C REFRIGERATION 17400 1.DO 17400 * * VIA 4 POLE CONTRACTOR 'C2' PER D KITCHEN 0 1.0E 0 SO.T`LXO 1200/99% SDG-3 OR SO.'D''LXO 60/9991 SIG-3 OR D KITCHEN 0 1,00 0 SO.'D' "LXD 40/9" SDG-3 OR D KITCHEN 0 1.00 0 SO.'D''LXD 40/9991 SDG-3 OR D KITCHEN 0 1.00 0 SO. T''LXO 20/9991 SOG-3 OR D KITCHEN 0 1.00 0 SO. T''LXO 40/9991 SOG-3 OR F MISC. EQUIPMENT 0 1.00 0 SIEMENS 'CLM]812120/ENCIF 46T SIEMENS 'CLM 62031/ENCIF46T F MISC. EQUIPMENT 415 1.00 415 SIEMENS 'CLM 4203]/ENCIF46T E MISC. EQUIPMENT 0 1.00 0 SIEMENS 'CLM 42031/ENCIF46T E MISC. EQUIPMENT 0 1.00 0 SIEMENS `CLM 22031/ENCIF46T E MISC. EQUIPMENT 0 1.00 0 SIEMENS 'CLM 42031/ENCIF46T F RECPTS (ist 10 KVJ) 0 1.00 0 * * * VIA 16 POLE CONTACTOR 'SFL-3' PER F RECPTS (1st 10 KUV) 0 1.00 0 VIA 2 POLE CONTACTOR SFLI 5' PER F RECPTS (let 10 KM 360 1.00 360 F RECPTS (1st 10 KW) 360 1.00 360 F RECPTS (1st 10 KWI 720 1.00 720 VIA 4 POLE CONTRACTOR C3' PER emaini g Reco st TOTAL DEMAND VA 0 53022 050 1.25 0 66278 (2) SWD' "LXO 80/9991 SOG-3 OR (2) SIEMENS 'CLM]808120/ENCIF 46T (Remaining RecpIL4 TOTAL DEMAND VA: 0 25493 0.50 1.25 0 31763 SIE `D' #LXO M0/999] SDG-3OR (Remaining )Pe4s) TOTAL DEMAND VA: 0 23215 0.5E 1.00 0 23215 (Remaining Ra TOTAL DEMAND VA 0 25695 0 50 1.00 0 25695 amain' g Re4a) TOTAL DEMAND VA: 0 18120 0.50 1.0E p 1812E S0, 'O' "LXD 40/9991 SOG-/ENCi OR SIEMENS 'CLM 22031/ENCIF46T CI SIEMENS 'CLM 42031/ENC[F46i PANEL D LOCATION: ELEC. ROOM SERVES: PROD. GRID & REAR MOUNT: SURFACE PNL VOLTAGE: 120/208 3P 4W PNL AIC (RMS): 65.00E A PANEL TYPE: NQOD MAIN LUG ONLY: 2226A BUS22A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED::Z� P TRIP A B G TRIP P F 1 BUGZAP 1 20 180 3 SPACEONLY 1920 20 1 CORD REEL (PRODUCE) 2 F 5 1920 20 1 CORD REEL (PRODUCE) 4 - 7 1920 20 1 CORD REEL (PRODUCE) 6 - 9 192E 20 1 CORD REEL (PRODUCE) 8 - 11 528 20 1 FAN F-3 (118 HP) 10 E 13 3695 60 3 BAILER 10 HP(230OHD) 12 E 15 3695 14 - E 17 GEN. JACKET HEATER 1 20 3695 1000 - - 16 - - 19 COMPACTOR ODOR FAN 1 20 360 SPACE ONLY 18 - 21 FLOOR SCRUBBER 1 20 6� 20 - 23 FLOOR SCRUBBER 1 20 180 600 20 1 ROOF TOP RECEPT. 22 F F 25 EDF/RRM RECEPT./BUG TRAP 1 20 100E 530 20 1 PUMP MOTOR CTR RM 24 E 27 SPACEONLY SPACEONLY 26 E 29 SCISSOR LIFT (#WL1OO) 3 20 204E 28 - 31 . - 204E 30 - 33 . - 2040 32 35 SPACEONLY 34 37 36 rl 39 38 41 40 42 CONNECTED VA: 11115 8963 9785 DEMAND FACTOR:1,04 TOTAL CONNECTED VA: 29863 AMPS: 83 TOTAL DEMAND AMPS:83 LOAD TYPE L(�1 CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 0.65 0 E MISC.EQUIPMENT 20823 1.00 20823 F RECPTS (1st 10 KM 9040 1.00 9040 TOTAL DEMAND VA: 29863 1.00 29863 PANEL F LOCATION: PASSAGEW SERVES: PRODUCE / STORAGE MOUNT: FLUSH PNLVOLTAGE: 12008.3P 4W PNLAIC (RMS): 22,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225A BUS225A BOLT -IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P 1 SPACEONLY A 3 REC./STORAGE LTG 1 20 54 139 20 1 PROD.MISTER/GASE TOP REC. 2 F - 5 REC./STORAGE LTG 1 20 72 18 20 1 PRODICE WRAPPER (625-A) 4 D - 7 PRODUCE LTG ** 1 20 88 72 20 1 PRODUCE WRAPPER (8112AHP) 6 D - 9 MEAT.SEAFOOD LTG *** 1 20 145 SPACE ONLY 8 - 11 DOCK LTG 1 20 5 92 20 1 PRODUCE BUG TRAP/OFFICE RECEPT 10 F - 13 EXTERIOR LTG * 1 20 177 3 20 1 PRODUCE RECEPT 12 F 15 SPACE ONLY SPACE ONLY 14 17 120 20 1 RICESTEAMER 16 D E 19 SEAFOOD ICE M/C (F800) 1 20 14 15 20 1 MEATROOM PATTY M/C (330A) 18 D 21 SPACE ONLY 72 20 1 SEAFOOD WRAPPER + 20 D 23 160 30 2 SEAFOOD STEAMER (NE3280) 22 0 25 16 - - i 24 - 0 27 SUSHI CASE (OSIOA-P) 1 30 1 182 20 1 MEAT ROOM SLICER(909/919) 26 D D 29 MEATROOM GRINDER (E222) 2 20 91 7 20 1 MEAT ROOM CUBER (705) 28 0 - 31 . - 7 5 20 1 MEATROOM RECEPT. 30 F 0 33 MEAT SAW #2 (BIRO 3334HH) 3 20 71 710 20 3 MEAT SAW #1(BIRO 3334 HH) 32 D - 35 - 71 71 - 34 - - 37 - - 71 71 - 36 - D 39 SEAFOOD LOBSTER TANK 1 20 18 40 3 MEATROOM LG GRINDER(MG1532) 38 D 41 SPACE ONLY 346 - 40 - 34 - 42 - CONNECTED VA 1200 1422 132 DEMAND FACTOR:0.80 TOTAL CONNECTED VA: 394459 AMPS: 1A TOTAL DEMAND AMPS: 88 ALL BREAKERS TO BE 'SWU RATED PANEL E LOCATION: ELECTRICAL ROOM SERVES: STANDBY MOUNT: SURFACE PNL VOLTAGE: 120/208 3P 4W PNL AIC (RMS): 35,000 A PANELTYPE: NQOD MAIN LUG ONLY: 22215 A BUS! A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND & I.G. BUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENTSERVED CKT NO LT P TRIP A B C TRIP P E 1 DOCK LEVERLER #1 1 20 1285 E 3 DOCK LEVERLER#2 1 20 370E 1285 60 3 COMPACTOR (10HP) 2 E E 5 BAKERY APMG/FLORAL SCALE 1 20 3700 720 - - 4 - E 7 DELI PPS 1 20 900 370 - - III 6 - F 9 PGM DEPT MGR WORKSTATION 1 20 79(l 780 20 2 TRUCK PIT SUMP PUMP 8 E E 11 GROCERY RECEIVING DSD 1 20 790 360 - 10 - F 13 LIFT STACKER STATION 1 20 200 250E 30 1 AUTO WRAPPER (SOLO XL) 12 D E E 15 17 COMM'B'-HUB CABINET DELI SCALES 1 1 20 20 800 120 120 20 1 SPACE ONLY TIME CLOCK(BKRY AND REAR) 14 16 E E 19 DELI SCALES 1 20 120 48 20 1 SEAFOODIPRODUCE SCALES* 18 E E 21 FIRE RISER COMPRESSOR (1 HP) 1 20 4 192E 20 1 1 EMS W 20 E E 23 FAN RELAY CONTROLS + 1 20 180 600 20 1 SURGE SUPPRESSOR RECEPT. 22 E D 25 MEAT AUTO LABELER 1 20 675 40 3 SURGE SUPPRESSOR 24 E 27 SPACEONLY - - 26 - 29 - - i 28 - 31 SPACE ONLY 30 33 32 35 34 37 1 1 1 I 36 39 912E 150 3 PANEL'EA' 38 41 858E - 40 9216 -i 42 CONNECTEDVA 1709E 18155 17596 DEMAND FACTOR:104 TOTAL CONNECTED VA 52841 AMPS: 147 TOTAL DEMAND AMPS: 147 PROVIDE & INSTALL LOAD TYPE L(�1 CONNECTED FACTOR DEMAND * SEE GENERAL IL. BUS 1N ADDITION A LIGHTING 996 1.25 1245 NOTE 17 DWG.E-3 TO EOUIP.GROUND BUS B AIRCONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 3075 1.DO 3075 T PROVIDE LOCKABLE E MISC. EQUIPMENT 41810 1.00 41810 BREAKER F RECPTS (ist 10 KW} RoMt.Sj 6960 0 1.00 050 6960 0 emain' g TOTAL DEMAND VA: 52841 1.00 53090 PANEL H LOCATION: REAR CORR. SERVES: GONDOLA SALES MOUNT: ELM PNLVOLTAGE: 120/208 3P. 4W PNL AIC (RMS): 10,000A PANELTYPE: NQOD MAIN LUG ONLY: 100 A BUS100 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENTSERVED CKT NO LT P TRIP A B C TRIP P F F 1 3 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 1 20 20 720 720 72( 20 1 GONDOLA RECEPTACLE 2 F F 5 GONDOLA RECEPTACLE 1 20 720 540 20 1 GONDOLA RECEPTACLE 4 - A 7 GONDOLA LIGHTING * 1 20 120E 540 20 1 GONDOLA RECEPTACLE 6 - A 9 GONDOLA LIGHTING *- 1 20 600 1200 20 1 COFFEE GRINDER 8 E A 11 GONDOLA LIGHTING * 1 20 2250 120E 30 2 APRON'S DISPLAY CASE 10 C 0 13 APRON'S REFRIGERATOR 1 20 400 225E - 12 - F 15 APRON'S RECEPT. 1 20 120E 180 20 1 GONDOLA LIGHTING * 14 A E 17 APRON'S SINK 1 20 1200 132E 20 1 GONDOLA LIGHTING 16 - F 19 APRON'S RECEPT. _** 1 20 180 120E 20 1 GONDOLALIGHTING + 18 - D 21 APRON'S CONVEGTIONOVEN *_* 1 20 225E 1500 30 2 APRON'S DISPLAY CASE 20 C D 23 APRON'S MICROWAVE OVEN ** 1 20 2250 145E - - 22 - 25 SPACEONLY SPACE ONLY 24 27 26 29 28 31 30 33 32 35 34 37 36 39 38 41 40 42 CONNECTEDVA 727E 1002E 850E DEMAND FACTOR:1.06 TOTAL CONNECTED VA 25790 AMPS: Z TOTAL DEMAND AMPS: 776 + BREAKER TO BE GFC[ * VIA 2 POLE CONTRACTOR 'Fi'PER LOADOADTYPE (LT1 CONNECTED FACTOR pEMAdQ SO.'D'"LX020/9991 SOG-3 OR LOAD TYPE (LT) CONNECTED FACTOR DEMA� A LIGHTING 832E 1.25 1040E SIEMENS 'CLM 220311ENCIF46T A LIGHTING 720E 1.25 900E B AIR CONDITIONING 0 1.00 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 * * VIA 2 POLE CONTRACTOR 'F2' PER C REFRIGERATION 9000 1.00 9000 D KITCHEN 28195 0.65 18327 SO.'D' "LXD 20/999] SIG-3 OR D KITCHEN 3350 0.90 3015 E MISC. EQUIPMENT 1454 1.00 1454 SIEMENS "CLM 22031/ENCIF46T E MISC.EQUIPMENT 1920 1.00 1920 F RECPTS (1st 10 KVJ) 1490 1.00 149E F RECPTS (1st 10 KM 432E 1.0E 432E TOTAL DEMAND VA 39459 0.80 31671 _* _* _* VIA 2 POLE CONTRACTOR TT PER SO.'D' "LXD 20/9991 SIG-3 OR SIEMENS "CLM 2203]/ENC1F46T PANEL M LOCATION: DELI CORR SERVES: DELI MOUNT: SURFACE PNLVOLTAGE: 120/208,3P 4W PNL AIC (RMS): 14,000 PANELTYPE: NQOD MAIN LUG ONLY. 225 A BUS225 A BOLT -IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P A 1 DELI LIGHTING * * 1 20 109 - 3 DELI LIGHTING ** 1 20 54 912 20 1 ROOF TOP RECEPT. 2 F - 5 HOOD LIGHTING 1 20 552 4 20 3 FAN F-1(1 HP) 4 E 7 SPACE ONLY 55 - 6 - 9 55 - 8 - E 11 DELI BLAST CHILLER (HCM51-20) 2 20 540 7 20 1 BKRYIDELI OFFICE RECEPTS. 10 F - 13 7 15 20 1 DELI CASE(MP4048RSS) * 12 D 0 15 DELI HOT CASE (ED2-48P) 2 30 1 1675 20 1 DELI CASE (MP4048RSS) * 14 D - 17 - 600 167 20 1 DRINK VISI 16 C D 19 DELI HOT CASE (ED2-48) 2 30 167 6 20 1 DRINK VISI 18 C - 21 - - 1 1675 20 1 2DR REFRIG. (360-10486) 20 C D 23 DELI CASE (MP4048RSS) * 1 20 120E 15 20 1 WRAPPER (625A) CIE 22 D E 25 FAN SF-1(112 HP) 1 20 112 4 20 1 SLICER (BIZZERBA) * 24 D D 27 WRAPPER (625A) * 1 20 120E 20 1 DELI RECEPT. � 26 F - 29 SLICER (BIZZERBA) * 1 20 790 6 20 2 FAN F-2 (314 HP) 28 E F 31 DELI PENDANT RECEPTS. 1 20 3 7 - 30 - D 33 POPCORN MIC (20018T) 1 30 7 290E 20 2 PEANUT BUTTER MIC (PN-1) 32 D D 35 SVC. CNTR SLICER (BIZZERBA) * 1 20 79( 42 - . 34 - 0 37 SVC. CNTR SLICER (BIZZERBA) * 1 20 42 SPACE ONLY 36 D 39 SVC. CNTR SLICER (BIZZERBA) XE 1 20 420 38 D 41 SVC. CNTR SLICER (BIZZERBA) * 1 20 1320 42 20 1 ICE MIC MG400HR 40 E 6 20 1 DRINK VISI 42 C CONNECTED VA 1087 14574 1039 DEMAND FACTOR:0.81 TOTAL CONNECTED VA: 35847 AMPS: 100 TOTAL DEMAND AMPS: 61 TOTAL DEMAND VA: 25790 1.06 27255 * VIA 6 POLE CONTACTOR 10' PER SO.'D''LXO 60/9991 SDG-3 OR SIEMENS 'CLM 62031/ENCIF46T * CIE VIA 4 POLE CONTACTOR 'H2' PER SO.'D''LXO 40/99% SDG-3 OR SIEMENS 'CLM 42031/ENCIF46T PANEL N LOCATION: BAKERY SERVES: BAKERY MOUNT: SURFACE PNL VOLTAGE: 120/2D8.3P, 4W PNL AIC (RMS): 10 )OD A PANELTYPE: NQOD MAIN BREAKER: 225 A BUS225 A BOLT IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS FEED THRU LUGS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P F 1 KOPYKAKE7COMPRICRK POT * 1 20 72C D 3 20 QUART MIXER (A200) * 1 20 360 98 20 1 BKRY RECEPT. * 2 F F 5 BKRY RECEPTACLE * 1 20 18 20 1 BKRY RECEPT. * 4 - D 7 BKRY MBL TOP REF. (36010013) * 1 20 1680 151E 20 1 BKRY DISP (HV48R) * 6 D D 9 BKRY MBL TOP REF. (36010013) * 1 20 75 1 20 1 BKRY DISP (HV38) * 8 D F 11 FRONT RESTROOM RECEPT. 1 20 7 54 20 1 BKRY DISP (HV38) * 10 D - 13 ELEC. CART 1 20 180 12C , 20 1 CORD REEL (SEASONAL DISPLAY) 12 F - 15 ELEC. CART/BUG ZAP 1 20 1200 20 1 CORD REEL (SEASONAL DISPLAY) 14 F 17 SPACE ONLY 1 20 1 FLORAL RECEPT,(OPTIONAL) 16 F D 19 POWER SOAK 3 35 3210 100 20 1 7-QUART WARMER 18 0 - 21 - - 321 SPACE ONLY 20 - 23 - - 321E 22 25 SPACEONLY 24 27 26 29 28 31 30 33 32 35 34 37 36 39 38 41 40 42 CONNECTEDVA: 742 6 7641 DEMANDFACTOR:0.73 TOTAL CONNECTED VA 21915 AMPS: 61 TOTAL DEMAND AMPS: 45 PANEL EA LOCATION: ELECTRICAL ROOM SERVES: STANDBY MOUNT: FLUSH PNLVOLTAGE: 120/208.3P 4W PNLAIC(RMS): 10000 PANEL TYPE: NN QD MAIN LUG ONLY: 21�AA BUS225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND & I.G. BUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO IT P TRIP A B C TRIP P E 1 CHECKOUT $4 TERMINAL 1 20 360 E 3 CHECKOUT #5 TERMINAL 1 20 360 20 1 CHECKOUT #1 TERMINAL 2 E E 5 CHECKOUT #6 TERMINAL 1 20 360 20 1 CHECKOUT #2 TERMINAL 4 E E 7 CHECKOUT #7 TERMINAL 1 20 360 20 1 CHECK OUT #3 TERMINAL 6 E E 9 CHECKOUT #8 TERMINAL 1 20 360 20 1 CHECKOUT #1 0 TERMINAL 8 E E 11 CHECKOUT #9 TERMINAL 1 20 360 20 1 CHECK OUT#11 TERMINAL 10 E 13 SPACEONLY SPACE ONLY 12 15 1 20 1 FRONT DSD RECEPT 14 F E 17 PUBLIC CCTV MONITOR 1 20 180 72 20 1 EMPLOYEMENT KIOSK 16 E E 19 ATM 1 20 360 SPACE ONLY 18 21 SPACE ONLY 20 F 23 CCTV MON. RECEPT(VESTIBULE) 1 20 9 22 E 25 LOTTERY MACH. & EXPRESS 1 20 20 1 GEN, OFFICE MONITORS 24 E 27 SPACEONLY 20 1 CPU, MONITOR (CASH RM.) 26 E E 29 SURGE SUPPRESSOR RECEPT. 1 20 360 1 20 1 PRINTER 28 E E 31 SURGE SUPPRESSOR 3 40 1 7 20 1 CCTV. RECEPTACLE 30 F - 33 - 180 20 1 CCTV. PWR SUPPLY 32 F - 35 - 720 1 20 1 CUST. SERVICE RECEPT 34 E 37 PANEL'EB' 3 100 51 20 1 CUST. SERVICE RECEPT 36 E 39 - 72 570E 20 1 CUST. SERVICE RECEPT 38 E 41 42 SPACE ONLY 40 42 CONNECTED VA 912E 858E 921 DEMANDFACTORa91 TOTAL CONNECTED VA: 26916 AMPS: 75 TOTAL DEMAND AMPS: 75 PROVIDE & INSTALL LOAD TYPE L(�1 CONNECTED FACTOR DEMAND I.G. BUS IN ADDITION A LIGHTING 996 1.25 1245 TO EGUIP. GROUND BUS 8 AIRCONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 19740 1.00 19740 F RECPTS (1st 10 KWI 6180 1.00 6180 TOTAL DEMAND VA 26916 1.01 27165 PANEL j LOCATION: PASSAGE W SERVES: COOLERS/CASES MOUNT: ELUSH PNLVOLTAGE: 1201208 3P 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQDD MAIN LUG ONLY: 100 A BUST OO AA BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P C 1 PRODUCECASE 47 F 1 15 - 3 ** L 1 20 10 449 20 1 L PRODUCE COOLER 40 2 C 5 SPACE ONLY 416 15 2 F 4 - 7 44 - - F 6 - 9 2 20 1 L* FRZN SEAFOOD CASE 36 8 C C 11 SEAFOOD CASE 52 F 1 15 180 192 12 63 15 20 1 1 F H SPACE ONLY 10 12 - - - - 13 15 52 & 53 * L 52 & 53 H 1 1 20 20 33 14 C 17 SEAFOOD CASE 53 F 1 15 360 24 15 1 F PRODUCE CASE 41 16 C F 19 CASE RECEPTACLE 1 20 180 6 20 1 H 18 - F 21 CASE RECEPTACLE 1 20 180 SPACE ONLY 20 C 23 MEAT ROOM COIL 37 F 2 20 420 74 15 1 F PRODUCE CASE 42 22 C - 25 F - - 74 28 20 1 L* 24 - C 27 SEAFOOD COIL 38 F 2 20 28 375 20 1 L ** REAR LOAD JUICE CASES 43 26 C - 29 F - 864 37 15 1 F 28 - 31 SPACE ONLY SPACE ONLY 30 C 33 SEAFOOD COOLER 39 F 2 15 208 15 1 F PRODUCE ISLAND CASE 44 32 C - 35 F - - 20 SPACE ONLY 34 - 37 L 1 20 26 48 15 1 F PRODUCE ISLAND CASE 45 36 C 39 SPACE ONLY 9 20 1 H 38 - 41 394 20 1 L CIE* PRODUCE CASE 46 40 C 60 15 1 F 42 - CONNECTEDVA: 423E 4038 417 DEMANDFACTORA.00 TOTAL CONNECTED VA: 12444 AMPS: 35 TOTAL DEMAND AMPS: 35 LOAD TYPE (LT) A LIGHTING CONNECTED 0 FACTOR 1.25 DDFMAND 0 8 AIR CONDITIONING 0 1.0E 0 C REFRIGERATION 12084 1,00 12084 D KITCHEN 0 065 0 C MISC. EQUIPMENT 0 1A0 0 F RECPTS (Ist I K" 360 1.00 360 TOTAL DEMAND VA• 12444 1.00 12444 * VIA 2 POLE CONTRACTOR 'Jt' PER SO. T''LXD 20/9991 SOG-3 OR SIEMENS "CLM 22031/ENCIF46T * -*- VIA 4 POLE CONTACTOR 'J2' PER SD.'D' *LXD 40/9991 SDG-3 OR SIEMENS 'CLM 4203I/ENCIF46T PANEL p LOCATION: BAKERY SERVES BAKERY MOUNT: SURFACE PNLVOLTAGE: 120t208, 3P, 4W PNL AIC (RMS): 10,000 A PANELTYPE: NQOD MAIN LUG ONLY: 225 A BUS225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P 0 1 BAKERY PROOF BOX (HPVV2E-63) 2 50 3850 - 3 - - 3850 SPACE ONLY 2 0 5 BKRY RACK OVEN {HBA2G) 3 20 912 20 1 BAKERY LIGHTING ** 4 A - 7 - - 530 20 1 BAKERY LTG (SCULLERY&FAN F-5) 6 A - 9 - - 530 SPACE ONLY 8 0 11 RK OVEN CTRL(HBA2G)/FANS F-4 F-6 1 20 432 1 20 1 RESTROOM LIGHTING 10 A D 13 BKRY SPRL MXR (KMPR SPL-75L) 3 60 3965 54 20 1 BKRY RECEPT.NVTR FILTER RECP * 12 F - 15 - - 120 3965 20 3 BKRY 60QT HOBART MIXER (HL600) 14 D - 17 - - 120E 3 - - 16 - 0 19 BAKERY ROUNDER (ERIKA 1.1K) 3 20 370 12 - - 18 - - 21 - - 37 370 20 1 BKRY SHEETER (ANETSMOR6S) * 20 0 - 23 - - 37 SPACE ONLY 22 D 25 BAKERY AUTO TWIST TIE 1 20 1000 24 D 27 BKRY SLICER (OLIVER 777) 1 20 840 26 D 29 BKRY SLICER (OLIVER 777) 1 20 28 D 31 BKRY STM KTTL (CLEV. KET--T) 3 30 205E 30 - 33 - . 205E 32 - 35 - 2 34 37 SPACE ONLY 1 20 1 COFFEE MAKER 36 E D 39 WATER CHILLER 2 20 660 990 20 1 REFRIGERATOR GDM-5S 36 E - 41 - SPACE ONLY 40 42 CONNECTED VA. 1400E 15139 1401 DEMAND FACTOR:0.70 TOTAL CONNECTED VA: 4 164 AMPS: 120 TOTAL DEMAND $44 LOAD TYPE (LT) CONNECTED FACTOR DEMAND * SEE GENERAL LOAD TYPE (LT) CONNECTED FACTOR DEMAND * SEE GENERAL LOAD TYPE (LT) CONNECTED FACTOR DEMANQ A LIGHTING 2454 1.25 3068 NOTE 17 OWG.E-3 A LIGHTING 0 1.25 0 NOTE'7 DWG.E-3 A LIGHTING 2328 1.25 2910 B AIR CONDITIONING 0 1.00 0 B AIR CONDITIONING 0 1.00 0 B AIRCONDITIONING 0 1.00 0 C REFRIGERATION 3480 1.00 348E XF * VIA 2 POLE CONTRACTOR 'PI' PER C REFRIGERATION 0 1.00 0 C REFRIGERATION 0 1.00 0 0 KITCHEN 20870 0.65 13586 SO. 'O' "LXO 20/9991 SDG-3 OR D KITCHEN 16635 0.65 10813 D KITCHEN 38126 0.65 24782 E MISC. EQUIPMENT 7243 1.00 7243 SIEMENS "CLM 22031/ENCIF46T E MISC. EQUIPMENT 0 1.00 0 E MISC, EQUIPMENT 2160 1.00 2160 F RECPTS (1st 10 K M 180E 1.00 1800 F RECPTS (1st 10 KW) 528E 1.00 5280 F RECPTS (1st 10 KIM 540 1.00 540 TOTAL DEMAND VA: 35847 0.81 29156 TOTALDEMANDVA: 21915 0.73 16093 TOTAL DEMAND VA 43154 0.70 30392 * SEE GENERAL NOTE 17 DWG. E-3 *-* VIA 2 POLE CONTRACTOR 'PI'PER SO.'D' "LXD 20/9991 SDG-3 OR SIEMENS 'CLM 22031/ENCIF46T PANEL EBSERVES: LOCATION: FT. EMP. LOUNGE STANDBY MOUNT: FLUSH PNL VOLTAGE: 120/208.3P. 4W PNL AIC (RMS): 10,000 A PANELTYPE: NQODGROUND&I.G.BUS MAIN LUG ONLY: IN A BUSIX-A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS LT CKT NO EQUIPMENTSERVED BKR CONNECTEDVA BKR EQUIPMENTSERVED I CKT LT P TRIP A B C TRIP P E 1 GEN. OFFICE COMPUTER RACK 1 20 36 E 3 GEN. OFFICE COMPUTER RACK 1 . 20 SPACE ONLY 2 5 SPACE ONLY 4 E 7 PHARMACY REFRIGERATOR 1 20 72 60 20 1 TIME CLOCK 6 E E 9 PHARMACY REFRIGERATOR 1 20 72 72 20 1 EMS'B' 8 E 11 SPACE ONLY 20 1 TELECOMMUNICATIONS 10 E 13 f 900 20 1 TELECOMMUNICATIONS 12 E F 15 PHARMACY RECEPTACLE 1 20 54 SPACE ONLY 14 F 17 PHARMACY RECEPTACLE 1 20 900 16 E E 19 21 GEN. OFFICE COMPUTER RACK GEN. OFFICE COMPUTER RACK 1 1 30 30 300 36 3 720 20 20 1 1 PHARMACY RECEPTACLE PHARMACY RECEPTACLE 18 F 20 F A 23 ATM & UNDER CANOPY LTG 1 20 996 SPACE ONLY 22 25 SPACE ONLY 24 F 27 GEN. OFFICE RECEPTACLES 1 20 72 26 F 29 GEN. OFFICE RECEPTACLES 1 20 720 28 31 SPACE ONLY 30 33 32 35 34 31 36 39 38 41 40 42 CONNECTED VA 516 57 .296 DEMAND FACTOR:1,02 TOTAL CONNECTED VA: 15156 AMPS: 42 TOTAL DEMAND AMPS: 43 PROVIDE & INSTALL LOAD TYPE L(�T CONNECTED FACTOR DEMAND I.G. BUS IN ADDITION A LIGHTING 996 1.25 1245 TO EOUIP. GROUND BUS B AIRCONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MISC, EQUIPMENT 10200 1.00 10200 F RECPTS (1st 10 KVVj 3960 1.00 3960 TOTAL DEMAND VA 15156 1.02 15405 PANEL K LOCATION: BAKERY SERVES: COOLERSICASES MOUNT. SURFACE PNLVOLTAGE., 120/208.3P. 4W PNLAIC(RMS): 10000A PANELTYPE: NQOQ MAIN LUG ONLY: 100A BUSi05A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CDNNECTEDVA BKR EQUIPMENTSERVED CKT NO LT P TRIP A B C TRIP P C 1 DELI ISLAND I48 F 1 15 4 - 3 H 1 2D 5 91 2) 1 L_DELI COOLER(UNPREP) 51a 2 C C 5 DELI ISLAND 49 F 1 15 208 42 15 2 F 4 - - 7 H 1 24 7 2 - . F � 6 - C 9 DELI ISLAND 50 F 1 15 2 420 15 2 F DELICOOLER(PREP) 51b 8 C - 11 1 20 208 7 - - F 10 - C 13 DELI CASES 51C F 1 15 2 5 20 1 L 12 - - 15 H 1 20 2 296 15 2 F BAKERY COOLER 51d 14 C - 17 L 1 20 208 56 - F 16 - C 19 BAKERY FRZR 56 L 1 20 $ 2 20 1 L 18 - C 21 FRZN BAKERY 57 H 1 20 5 648 20 1 L BKRY / DELI FRZR 54 20 C - 23 F 1 15 1 SPACE ONLY 22 - 25 L 1 20 23 1 15 1 F BKRY DESSERT CASE 55 24 C C 27 FLORAL CASE 58 IF 15 216 20 1 H 26 - - 29 * L 1 20 269 27 20 1 L * 28 - F 31 DELI CASE RECEPTS. 1 20 SPACE ONLY 30 F 33 DELI CASE RECEPTS. 1 20 360 32 35 SPACE ONLY 34 37 36 39 38 41 40 42 CONNECTED VA 3805 2924 267 DEMAND FACTOR:1.00 TOTAL CONNECTED VA: 9399 AMPS: 28 TOTAL DEMAND AMPS. 26 LOAD TYPE (LT] A LIGHTING CONNECTED 0 FACTOR 1.25 DEMAND 0 B AIRCONDITIONING 0 1,00 0 C REFRIGERATION 8679 1.00 8679 D KITCHEN 0 0,65 0 E MISC. EQUIPMENT 0 1.D0 0 F RECPTS (1st 10 KVV) 720 1.00 720 TOTAL DEMAND VA 099 1.00 9399 * VIA 4 POLE CONTRACTOR IC PER SO. 11'#LXO 40/9991 SOG-3 OR SIEMENS "CLM 42031/ENCIF46T PANEL Q LOCATION: FT. EMP LOUNGE SERVES: STORE FRONT MOUNT: FLUSH PNL VOLTAGE: 120I208, 3P 4W PNL AIC (RMS): 10.000 A PANELTYPE: NQCDD MAIN LUG ONLY: 225 A BUS225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P E 1 CHECKOUT #4 MOTOR 1 20 360 E 3 CHECKOUT #5 MOTOR 1 20 364 360 360 20 1 CHECKOUT #1 MOTOR 2 E E 5 CHECKOUT#6 MOTOR 1 20 360 20 1 CHECKOUT #2 MOTOR 4 E E 7 CHECKOUT #7 MOTOR 1 20 360 360 20 1 CHECKOUT #3 MOTOR 6 E E 9 CHECKOUT#8 MOTOR 1 20 360 360 20 1 CHECKOUT #10 MOTOR 8 E E 11 CHECKOUT#9MOTOR 1 20 360 360 20 1 CHECKOUT#11MOTOR 10 E 13 SPACE ONLY SPACE ONLY 12 A 15 TRAINING/GEN OFF LTGS 1 20 112 556 20 1 ERV-1 14 E F 17 BPMACHINE 1 20 540 180 20 1 OUTSIDE RECEPTACLES 18 F E E 19 21 WATER VENDING M/C WATER VENDING MIC 1 1 20 20 685 10 685 360 20 20 1 BUG TRAP 18 F 1 EDF RECEPTACLE 20 E F 23 SODA VENDING M(C 1 20 10 100E 20 1 COPY MACHINE 22 E E 25 SODA VENDING MIC 1 20 100E 120E 20 1 ELEC. OPERATED DOORS. (RT. SIDE) 24 E E 27 ELEC. OPERATED DOORS. (LT. SIDE) 1 20 166 1200 20 1 MICROWAVE(NE-1021) 26 E E 29 MONEY COUNT MACHINE 1 20 360 900 20 1 LOUNGE RECEPTS 28 F F 31 ROOF TOP RECEPT. 1 20 3fi0 360 20 1 TRAINING RM RECEPTS. 30 F F 33 ST. MGRICASH RM. RECEPTS. 1 20 842 540 20 1 FT. OFF. RX, LOUNGE LTG. FAN F7 32 A F 35 ST. MGR/CASH RM. RECEPTS. 1 20 10 720 20 1 PHARMACY PLUGMOLD * 34 F F 37 ST. MGRICASH RM. RECEPTS. 1 20 540 1440 20 1 PHARMACY PLUGMOLD 36 F F 39 PHARMACY PLUGMOLD 1 20 1800 SPACE ONLY 38 F 41 PHARMACY PLUGMOLD 1 20 180E 40 42 CONNECTED VA B67 9201 904E DEMAND FACTOR: 1.01 TOTAL CONNECTED VA: 2(1 AMPS: TOTAL DEMAND AMPS: 78 LOADTYPE (LTI CONNECTED FACTOR DEMAND * GFC[ TYPE A LIGHTING 1398 1.25 1748 BREAKER B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MISC, EQUIPMENT 15437 1.0E 15437 F RECPTS (1st 10 KV4 10000 80 1.00 0.50 10000 (RemainingRats) TOTAL DEMAND VA 26915 1.01 40 27225 PANEL EM LOCATION: ELECTRICAL ROOM SERVES: LIFE SAFETY MOUNT: SURFACE PNL VOLTAGE: 120/208 3P 4W PNL AIC (RMS): 22 000 A PANELTYPE: NQODGROUNDBUS MAIN LUG ONLY: 22; A BUS225 A BOLT-INBREAKERS FULL SOLID NEUTRAL BUS LT CKTNO NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P I TRIP A B C TRIP P A 1 SALES FLOOR LIGHTING 1 20 1 A 3 SALES FLOOR LIGHTING * 1 20 1 1680 20 I 1 SALES FLOOR LIGHTING 2 A A 5 SALES FLOOR LIGHTING * 1 20 1440 168 20 1 SALES FLOOR LIGHTING 4 A A 7 SALES FLOOR LIGHTING � 1 20 1 1 20 1 SALES FLOOR LIGHTING � 6 A A 9 SALES FLOOR LIGHTING * 1 20 7 1440 20 1 CHECKSTAND LIGHTING * 8 A A 11 SALES FLOOR LIGHTING * 1 20 944 144 20 1 CHECKSTAND LIGHTING 10 A A 13 SALES FLOOR LIGHTING * 1 20 3 104 20 1 DELI/BKRY LIGHTING 12 A 15 SPACEONLY SPACE ONLY 14 A 17 FT. OFFICES LTG 1 20 1816 137 20 1 RR STOR.,MEAT,SEAFD,PROD,LTG 16 A A 19 CUSTOMER SVC. LTG. * 1 20 25 36 20 1 FACP & PWR.SUPPLY'N + 18 F 21 SPACE ONLY * SPACE ONLY 20 A 23 MECHANICAL CENTER LIGHTING 1 20 24 79 20 1 EXIT LIGHTING 22 A F 25 MECHANICAL CENTER RECEPT. 1 20 26 20 1 EXIT DOOR LIGHTING ** 24 A 27 SPACE ONLY SPACE ONLY 26 29 180 20 1 FIRE ALARM PWR.SUPPLY'B' + 28 E 31 18 20 1 FIRE ALARM PWR.SUPPLY'C' + 30 E 33 SPACE ONLY 32 35 34 37 36 39 11 38 41 40 if 42 CONNECTED VA 6474 7524 858 DEMAND FACTOR:1,24 TOTAL CONNECTED VA 225M AMPS: 63 TOTAL DEMAND AMPS: 78 NOTE: ALL BREAKERS IN PANEL `EM' LOAD TYPE L(_}T CONNECTED FAT DEMAND TO BE 'SWD' RATED AND LABELED, A LIGHTING 21505 1.25 26MI B AIR CONDITIONING 0 1.00 0 PROVIDE LOCKABLE C REFRIGERATION 0 1.00 0 BREAKER WJ HANDLE D KITCHEN 0 1.00 0 PAINTED RED. E MISC. EQUIPMENT 720 1.D0 720 F RECPTS(1st10K4 Ra4g) 360 0 1.00 360 emah g TOTAL DEMAND VA: 22585 0.50 1.24 0 27961 * VIA PARALLEL 14 POLE CONTACTORS. 'EM-Y PER (D SO.'D' "LXO BO/9991 SDG-3, (1) SOAY #LXO 90/9991 SDG-3 OR (1) SIEMENS 'CLM 8203VENCIF 46T, (1) SIEMENS "CLM 62031/ENCIF 46T AND 'EM-1GEN' PER (1) SO,'D''LXO 80/99% SDG-3, (1) SDAY #LXO 60/9991 SDG-3 OR (1) SIEMENS "CLM 82031/ENC1F 46T, (IISIEMENS "CLM 62031/ENCIF 46T (SEE DETAIL 14, DWG. E-10) * * VIA 2 POLE CONTRACTOR 'EM-2'PER S(1'O''LXO 20/9991 SDG-3 OR SIEMENS 'CLM 22031/ENCIF46T PANEL L LOCATION: DELI CORR. SERVES: DELI HOOD MOUNT: SURFACE PNL VOLTAGE: 120/208 3P 4W PNL AIC (RMS): 22,000A PANELTYPE: NQOD MAIN BREAKER: 40OA BUS400 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS 120 VOLT SHUNT TRIP LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A 1 13 1 C I TRIP I P 0 1 DELI FRYER (GEF-720) 3 i 80 696 - 3 - - 696 6 80 3 DELI FRYER (GEF-720) 2 D - 5 - - 6 696E - 4 - D 7 COMBI-THERM(10-10) 3 50 279 696E - 6 - - 9 - - 296 279 35 3 ROTISSERIE 8 D - 11 - - 2 2795 - 10 - 0 13 ROTISSERIE (HR-7) 3 35 296 2965 - 12 - - 15 - - 180 2 20 1 STAR SAND PRESS (SR GR14) * 14 D - 17 - 34 2965 50 2 GARLAND GRIDDLE (ED-24G) 16 D E 19 SHUNT TRIP CONTROL * 1 20 600 3435 - - 18 - 21 SPACE ONLY SPACEONLY 20 23 22 25 24 27 26 29 28 31 30 33 32 35 34 37 36 39 38 41 40 42 CONNECTED VA: 25(A 26080 2608E DEMAND FACTOR:0.65 TOTAL CONNECTED VA: 77205 AMPS: 214 TOTAL DEMAND AMPS:140 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIRCONDITIONING 0 1,0E 0 G REFRIGERATION 0 1.00 0 * SEE GENERAL D KITCHEN 76605 4.6;1 49793 NOTE 17 OWG. E-3 E MISC EQUIPMENT 600 1.0E m F RECPTS (1ST 10 0 1_00 0 TOTALDEMANDVA 77205 065 50393 Publlx(,9 SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631 680-5293 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.] 1881 7477 AL. SC. REG.RC-G.6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL. REG. A5277 GA. REG. 020231 SC.REG.16340 AL. REG. 20382 TN:REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA, REG. 27740 SC.REG.21754 Al. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG.16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG.25591 AL REG.28469 TN. REG. I11382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG.19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 Al. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST Of MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PUBLIX- PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54..J4 V1127�7 DRAWING TITLE: PANEL SCHEDULES SCALE: NONE 10-JAN-2008 10:12 xrxm P:\1200-1299\1245\1245e16.dgn of 17 PANEL R LOCATION; REARCORR. SERVES: GONDOLA ES MOUNT; FLUSH PNLVOLTAGE: 120/208,3P. PNL AIC (RMS): 10,000 A PANEL TYPE: IIm MAINLUGONLY: 12OA BUS1DA BOLT -IN BREAKERS FULL SOLID NEUTRAL BUS GROUNDBUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P F 1 GONDOLA RECEPTACLE 1 20 36 - 3 GONDOLA RECEPTACLE 1 20 360 SPACE ONLY 2 - 5 GONDOLA RECEPTACLE 1 20 72 4 A 7 GONDOLA LIGHTING 1 20 12 6 - 9 GONDOLA LIGHTING 1 20 12GO 8 F 11 CASE RECEPTACLES 1 20 10 13 SPACE ONLY 12 15 14 17 16 19 18 21 20 23 22 25 24 27 26 29 28 31 30 33 32 35 34 37 36 39 38 41 40 42 CONNECTED V 15fi0 1560 1620 DEMAND FACTOR:1 13 TOTAL CONNECTED VA: 4740 AMPS: 13 TOTAL DEMAND AMPS: 15 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LI HTIN 2400 125 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 Q KIT HEN 0 too 0 E MISC. EQUIPMENT 4 1.00 0 F RECPTS (1ST 10 KVA 2340 1.00 2340 TOTAL DEMAND VA 4740 113 `w VIA 2 POLE CONTRACTOR 'Rl' PER SO.'D''LXO 20/9991 SDG-3 OR SIEMENS •CLM 22031/ENCIF46T PANEL s LOCATION: FT. EMP, LOUNGE SERVES: CHECKOUT MOUNT. FLUSH PNL VOLTAGE; 120/2083P, 4W PNL AIC(RMS): 11SWA PANEL TYPE: NOW MAINLUGONLY: 1MA BUS1XA BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P F 1 CHECKOUT #4 RECEPT 1 20 180 F 3 CHECKOUT #5 RECEPT 1 20 180 1 20 1 CHECKOUT#1RECEPT 2 F F 5 CHECKOUT #6 RECEPT. 1 20 1 180 20 1 CHECKOUT #2 RECEPT 4 F F 7 CHECKOUT #7 RECEPT 1 20 180 180 20 1 CHECKOUT#3 RECEPT 6 F F 9 CHECKOUT #8 RECEPT 1 20 180 180 20 1 CHECKOUT#10RECEPT 8 F F 11 CHECKOUT #9 RECEPT 1 20 1 180 20 1 CHECKOUT #11 RECEPT 10 F 13 SPACE ONLY SPACEONLY 12 15 180 20 1 RECEPTACLE 14 F 17 1 20 1 RECEPTACLE 16 F 19 180 20 1 RECEPTACLE 18 F 21 1685 20 1 SIGN LETTERS"PUBLIX" 20 A 23 1670 1 20 1 SIGN LETTERS"SUPERMARKET' 22 A 25 14401 20 1 SIGN LETTERS "FOOD & P" 24 A 27 1395 20 1 SIGN LETTERS "HARMACY' 26 A 29 20 1 UNDER CANOPY LIGHTING 28 A 31 SPACEONLY 30 33 32 35 34 37 36 39 38 41 40 42 CONNECTED VA 3980 34 2160 DEMAND FACTORA.1 TOTAL CONNECTED VA: 9542 AMPS: 27 TOTAL DEMAND AMPS: 31 LOADTYPE (LT1 CONNECTED FACTOR DEMAND A LIGHTING 7022 1.25 8778 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 0 KITCHEN 0 1.00 0 E MISC. EQUIPMENT 0 1.00 0 F RECPTS (1 St 10 KM 2520 1.00 2520 TOTAL DEMAND VA: 9542 1.18 11298 VIA 2 POLE CONTRACTOR'SI'PER SO.'0''LXO 20/9991 SDG-3 OR SIEMENS sCLM 22031/ENCIF46T VIA 4 POLE CONTRACTOR 'S2' PER S0,'O''LXO 40/9991 SOG-3 OR SIEMENS °CLM 42031/ENCIF46T PANEL MCI LOCATION: MOTOR CENTER SERVES: MOTOR CTR & ACSs MOUNT: SURFACE PNLVOLTAGE: 1201208,3P.4W PNLAIC (RMS): 100-000 A PANEL TYPE: LLIIyE MAIN LUG ONLY: 12()0 A BUS 2KAA BOLT -IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A I B C TRIPI P c 1 UNIT#1 3 400 1272 33600 12720 150 3 UNIT#2 2 C - - 336 - c 3 UNIT#3 3 200 1752 1272 - - 372 17520 37200 400 70 3 2 3 3 3 3 UNIT#4 AUX. HEAT RECLAIM HTR'S SPACE ONLY SPACEONLY SPACEONLY SPACE ONLY 4 6 8 10 12 14 C - 1752 372 - 5 11PACEONLY 3 - E 3 6000 30 - 7 SPACEONLY 3 - 9 SPACE ONLY 3 11 SPACEONLY 3 13 SPACEONLY 3 CONNECTED VA 1 107040 10 DEMAND FACTOR1.00 TOTAL CONNECTED VA: 315120 AMPS: 875 TOTAL DEMAND AMPS:875 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LI HTIN 0 1.25 0 8 AIR CONDITIONING 0 1Q0 0 G REFRIGERATION 30310 120 303120 0 NICHE 0 100 0 E MISC.EQUIPMENT 120�0f 100 12000 F RECPTS (1ST 10 KW) Q 1.00 0 TOTAL DEMAND Vk 315120 1�Q 311,1122Q PANEL 'MCI' SUPPLIED WITH MOTOR CENTER PANEL MC2 LOCATION; MOTOR CENTER SERVES: MOTOR CTR & A/Cs MOUNT: SURFACE PNLVOLTAGE; 120/208, 3P 4W PNLAIC (RMS): 100,000 A PANELTYPE: L- 1E MAIN LUG ONLY: 12W A BUS12D0 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT P TRIP A B C TRIP P B 1 AC#1 3 150 13680 24720 13680 2472 250 3 AM 2 B - - 1 2472 - B 3 AC#3 3 110 8772 - - 8400 877 840 87 110 90 3 3 AC#4 AC#6 4 6 B- B--- 5 AC#5 3 110 8772 - B 6528 87 652 7 652 - E 7 WATER HEATER 3 125 12000 - - 2000 1200 200 12 20 3 3 3 3 EXAUST FANS SPACE ONLY SPACE ONLY SPACEONLY 8 10 12 14 E - - 9 SPACE ONLY 3 11 SPACEONLY 3 13 SPACE ONLY 3 CONNECTED VA 84872 84872 82872 DEMAND FACTORJA TOTAL CONNECTED VA: 252616 AMPS: 702 TOTAL DEMAND AMPS:702 LOAD TYPE (LT) CONNECTED FACTOR DEMAND PANEL ' M C 2' A LI HTIN 0 125 4 SUPPLIED WITH B AIR CONDITIONING 212616 100 212616 MOTOR CENTER C REFRIGERATION 0 100 0 Q KIT HEN 0 100 0 E MISC. EQUIPMENT 4= 1_00 40 F RECPTS (1ST 10 KM RECPT 0 1.00 0-50 0 (REMAINING 5 TOTAL DEMAND VA: fl 252616 1.00 0 252616 u 11* xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL REG.91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REGA 1881 SC. REG.7477 AL. REG. 623A TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG.163AO AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 27740 5C.REG. 21754 Al. REG. 24905 TN.REG..107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG.54781 GA. REG.31882 SC, REG. 25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG. 19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC_ THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES ]AN 10 2008 PUBLIX PLOT DATE: REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5A4 , 4 V112707 DRAWING TITLE: PANEL SCHEDULES SCALE: NONE Eml 7 10-JAN-2008 10:06 xrxm P:\1200-1299\1245\1245e17.dgn of 17 PONSSRE REFMcOr alAKnn PER Off 15-IN BUILDING AREA: 54,817 SQ. FT. AVERAGE BUILDING HEIGHT: 221-811 BUILDING VOLUME: 1,242,519 CU, FT. REFRIGERANT TYPE REFRIGERANT CLASSIFICATION REFRIGER CUANT T. PER PIE pq TYPE OF SYSTEMS PROBABILITY OF SYSTEMS R404A Al 17.0 DIRECT j HIGH REFRIGERANT TYPE REFRIGERANT ALLOWANCE REFRIGERANT TOTAL QUANTITY REFRIGERANT IN LARGEST RACK R404A 21,123 LBS 2100 LBS 600 LBS a-------- 1 0 a-------- HEAT RECLAIM SCHEDULE ERMM Im AV/IUIBLE 1 AC-1 266.7 2 HRT 60-6 3 HRT 70.2 4 AC-2 284.0 GROUPED REFRIGERATION P[PING SHOWN AS SINGLE LINE FOR CLARIFICATION PURPOSES ONLY - - - - - - - - - INDIVIDUAL REFRIGERATION PIPING - - - - - - HEAT RECLAIM PIPING Q ---------------------7 IIIIIIIIIIIIIIII ll Illllllllllflll ----- 3� r _ L� - 26 27-- iI L--------------------------------------- rs.,,.--- - ------ 14 28x(10) FROZEN FOOD/ICE 1 14x46x(10) DAIRY COOLER I I CREA41 FREEZER II 1 I I Imfilfil(LIR1 - II I 1 ORBR-12 ORBR-12 ORBR-12 1 C5DM-t2 05D 12 II 23 I 24 2 I 11 DROP SYSTEMS T I 23 AND 24 1 'II DOWN WALL �1 DROP SYSTEMS 21 AND 22 11 DOWN BESIDE R/A DUCT I N SEE TYPICAL 1 ,J DETAIL 7/133 I I-- --- ------------------------------------=-----------'-------------------------------------------- ,-,1� - -- -- ----------------------- ------------------- -- - -- ------------------------ + -i ' I - -------------- - ---- - - - - -- ---- ---- --------- - - -A -[- 1 III 22 I 1 I I 1 1 1 Ln i DROP SYSTEMS 1 II 17 DOWN I i I ' � I BESIDE R/A DUCT 1 1 11 I, I I 11 i 1 ' LO ; 1 I I 2t I 11 1 11 II Y o LI ------------------------------- ----------------- I I I I I I 19 DROP SYSTEMS 14, 15,16, 19 AND 20 DOWN BESIDE R/A DUCT I I ( I I I I I I I I I I I I I --------- 2[ L---------------------------L ' i ---------- I I I I III II7 C7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -7 - - - - - - - - - - - - - - - 05DM-12 ------------------------ . -- - -- I -------------------- 14'-4' 30'-11d o� I - ico 16­4 - I I MEAT CUTTING AND SEAFOOD COIL LAYOUT SCALE %811 = 1'-0" ------------- MECHANICAL _---- ----------------------------------------------------------------------------------- - - - - --- ------------------------ --- - -- - -- - - - -- - - -_ CENTER L ---- 1I Lj I I I SEE DETAIL BELOW I I 1 i I ,F-3 I - -t--- - - - - --------------- - - - - ---- - - -------------------- ----I- _ -- --_-_ ----------------------------------------------- ------ SAC 5 ; n __2 .,_------- r 29 �________ _ i3(xI0) � ---------------- -- ------------ -- - --- --- �� -- ------------------ T----J--------L--------------------- -'- ----- ------- - 'G.✓'�;..'- 1-_ _p ----------------------------------------- _ ____________ __________ _ 7 - &FOOD - _ -- ------ _------- --- -Wr,-{rr-rwr it -r �r �r�r rrrrrrrrrr -r�aaa �aaaa--aa-.-. ,�I-' �_-�'Tr-'r-'"-_T'r-f �'-__ ______________ _ _-________________________ ______________ _-T-_-________ ��a - - - ------------ ------------------------- - - - - - - -- ---------- -jam-- - - _-,----- _______________ ---------------- _ - --_ __--------_ !A===== 1 QLER _ ' �� 4t 111111111111111111 12x1$x(10) 12x12x(10) I _ I -_------ 1 ~ ------ -- -- ---- - - ------------ 39 i i = I = = 12 20x(10} M I ----- T-{I II --- Q -- - ------------------------------------------- -' --- - -- -- CHICKEN I N Iilr MEAT 1- �� M� m - ----------------- ---- FREEZER 1 - COOLER i = OLER o s o.o, o0o>lole m �aN 1`~ o.o.� �," �^o�PaI�N o o -�-_ 1 Ilf- _-!`Tr;- I11 - ,=c�- QQ}1T51�1-r__ _ i too = V 6, W N d V'`N`O d �(O^i�n 19 R Ut v-s o N J 1 rYcn; I I L.1 L.i l/ l..r L ------ - -- ---- --- --a�----------- --- i 78",%' R j11 I _'- III -- COOLER 1 1. - - - - - - - - - - - - - - - - - - - - - - - - - 'L jl I TOP -- ----------- --- ---- ---- - ------ ----- -- ---- -------------------T-, ---------------------------------- - ----- Fr2 -- r - - -- ------------------- ---�I---------------- ----- - - 1 '__________________________________________ _ OR RIC _I '_____ ________________ ____ ________ ________ ______ ___________________ - _ _ _ __- - - - - - - - - - - - - - __ ___ _- - - - - __ ____ _____ ____ _ _____ _ ______________ ___________________________17 i - -L==, /f RY f- L C'` OS OA-P !M7EOR I I 03UM-8 03UM-8 11 - ORZ-3F I SUSHI 1 I PDNU - 2 -II i W/5' BASE W/5" BASSI 0 �� PROC SED 5DM-12 05DM-12 05[f -12 OHM-12 OHM-12 OH I OHM-12 OM-12 PR C SSED MEAT PROCESSED MEAT PROC EAT MEAT ' I I II DROP SYSTEM I I 31 32 33 34 35 36 I 53 41 I'I 42 43 25 DOWN I 1 SEE TYPICAL DROP SYSTEM I DROP SYSTEMS I IIISEE TYPICAL BESIDE 31DOWN 32 AND 33 I BOTTOM 11 DRLSYSTEMS III DETAIL 7/R3 DR /A BESIDE I DOWN BESIDE O�YST�MS I I -DETAIL 7/R3 41, 42 AND 43 I I' 34 NQ 35; DOWN IN CORNER U 1 R/A DUCT R/A DUCT DROP DOWN BESIDE I 11 SYSTEM I R/A!DQCT ! I 44 III 45 I ! DROP SYSTEMS 1 1 1 FROM �1 I I i 1 1 III N I 10 AND it DOWN OVERHEAD COLUMN SEE TYP. 'II I I 1 1 II ---- DETAIL ON F-12 -------- --- ------ I 03UM-8 0300-8 03UM-12 03UM-12 0 1 I SHEET R3 p IFI T P I I---', I I I I - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o-- --------------- o3rnUa -- = ------------------ 3uM�-� ---r LOI 111 01 I I 1 11' ; I I (--- I I I DROP SYSTEMS �s wl jj� Q I 44 AND 45 1 ; ' 111 1 111 Kam} oo I I ( I DOWN COLUMN I; I III I III 11LO ll I I 11 ---' 10 I I DROP I I ; ;- i DROP SYSTEMS 46 CD 17 AND 47 DOWN I; I I I ( S i V TEM I I BEHIND SOFFIT I; - 2 FROM II I II I OVERHEAD ' SEE TYP. s LJ 1 I11� I 2 w DETAIL ON i COI I I I ICO ; I t� 2 SHEET R3 ' I Illo; 1i �< jjl Ijj ; � 1 I > ' 1 03UMA-4 , II 11 1 I I III I I11 I 111 , i11 I11 1 , III I I I 11 1 i 1 1 III III � I III I I III I 1 � LU , "A II I I IICO ; �J �o 111 (IIv1 Illo; 3 II I I I DU EZF- P 11 III 11 I III DROP i 16 III' 11 - -19 SYSTEM i 1 TTT 3 FROM II 11 _ _ ___ 111 -- OVERHEAD - SEE_TYPL------- - - - - -_ -- --- --- t12 -r = ;DROP ` SYSTEMS III Ill DETAIL ON SHEET R3 --- -L _A" 8, 9, 12 AND 13 Ii I DOWN COLUMN i 1 1 1�; MEAT RECLAIM FIPING FROM UNIT 1 11 II 1 I ; LL 11 LL I 11 N o I 11 DROP SYSTEMS -1--; - --;----; 11 4,5 AND 6 DOWN BES[DE R/A DUCT 6 4 , I I __- w LL I N Cr N CD 1 l i II I 15 13 I I 8 i (� AC -1 I - --- -- - -- - ------ -r-------, ---- --- - ---- - _ I --_- - -- s-- - - - ; I I = ---- ---- - - - r ----- - -------------------- I L-J - 1 r -- ------------ - LC) In---7 1 � N � I I o CD I I 1 I - - - - - - -(L7-- -- - _ - - - - - - - - - - -L - L- - - - I1 - - - I 1 ORZH-3F ICE ORZI3F i 5 I I I I I I I DROP SYSTEMS 7 AND 14 DOWN COLUMN I I 1 I I I I I I i t I I i I I I I I ; I I I I 1 I 1 i 1 I I I I i I I I I I COt TRACTOR NOTES 47 SF I 03UMA-4 I 03UMA-4 �� v°?" x" 1 1 Y 1 i HEAT RECLAIM PIPING i �/'-FROM UNIT 4 TO AC-2 C I�O L _____I_�_ fnitllllulllllli J- _ DROP SYSTEM 148 AND 48 DOWN COLUM ; COOKER I (UNPREP)I 19 --------�_I I - --�� ---------------------- --- =i I1 g--------- ---� -_---F--_ SEE TYPICAL -------------------'--_ _---_-_-_auy:r __________________- ETAIL 7/R3 I + --------Q- F_1GH� ---------------- ---- II 11 I I I I ri ---- I I ' 48 - ; '<-1`'-- - - -- '�'''w' %, i I I ;DROP SYSTEM 1 S I I ( 151c DOWN FALSE'L COLUMN. SEE i I I 'A 1 TYP DETAIL ON 2 I I - I ;SHEET R3 I 1 1 i r I I - 'I 1 ------ - ------------------ ;"-:fir====-____,, O I I ------- __-.________ ' iC°S_ __T T_________ _ _______ __ `J Cn ,-, <,y_______T� 11� ___-__ --- ; r o -----------' �1 �- - -------------- -------- ----- r s - 1 J--y- --- - - -¢ - t- r-I L'j ..---____-- I I °' `° I I cl Z n1 c7 I C L r r' o o I I u I I J Fr 41 xli ,� � 1 o _10xj2x(10) - 1 -------- -- - - ---- - - - - -- - -- -- --- - I ILi I 18.s' I V2' L i I SEE TYPICAL I I DETAIL 7/133 DROP SYSTEMS 49 AND 50 DOWN COLUMN I I I I ZI 10x14x(10) BAKERY/ i I DELI I I FREEZER \I I I ;I II - ----- - F - 4 T _1 1 I ' I i ERV-1 o j Ii I'I I;;.% ' -`�. ,I';'I�,,. 1',,,>-A, rL`,,.YI,,,-,•,i',�I1 - ==/ II I'I,,�-�roN�a1SS,1d1, ' I I I -/ '' ------ ' Ir -- -�1- tT`� 11r1, rT`-,_` _-'_ �--JrL1 _--_--JrItJ_A1 -_-C_-_--_-_3-_ AC-6 SHV96RDf3Z-3C S DESSERTS ' I t� - B ❑_ __________,- II_.J_1211_y_y.- I BORGEN HUTCH r%- 1 5 I I I _ , + -- + ; ' ' -------------------�--__-_5��..-_________-_-;_�------------_--__----__T�k:�L'�-�1t,.3 i I 1 -? I c cr I FFr -:I' F-__-;1 1--7 F�- = 1 ;S r I K3� --' <'- I` I r �y<I�' i i ' jw»- - - - ------ - 1 --- -- - ---------------- ---------------------------' 1 ---' ____' ' , ' ' _'^, ' 1,1 I rvl' ' '' I ------------------ i, ---- -------------- ------ ------ I-I,t1-i I 1 I 111 1 t� 1 I I 1 i i t -'T--- -�-------r T- i I I ,' F__ i• I I I I III I` 1,TMi-I___-_ ______________�.1 I I ____ I I I Ili _______ _____________________ _ ______y I Y I 1 1 1 � ___'> " I I I I III I/ t-1-__�_ __________ __J1� I I I I ------------------------------- T „_-{_�_____________,",__________-_J_ _ _______ ______ _____ 1 �I____-_L ' I I t_� I , I 1 , II r' I I _r==_ _ 1' TI_______________�__.� 11 1 _11 id l � 56 i v` - , ____ I I I; Y i _J1 ____ II ___ ___ _ 1 1 II r tl- - _�, 11 -( 1 _ I I 1- 1 1 I , � ' I _3 I <_ e !_ �y T I - 1 ��- i L `t-.l- I ,cal I I = Z- 1 1 1 I I I I ` - - t -_ ' •�---------------------------' ,. = I )_ L�� - --�` I I I mil i ; ( = T J JI , , " ,' ' "_ LJ -1 . Y'^ T 1 I .� �____________________ �__________________________________________, J_ /!-'{� o (Jj I $ x 8 x{10) `C 1 1 . �.` `_ - �� �\ . ,, � _' I_.�� '_ li YY ,< 1 I rf/3y'1_I_____________________'i ��_I__1.L� I 1 1 I _ __ _____ I'Y��' _ r `� ' T__________ ___ _ ^, T,\ _ �ax1Ux(1:.1) , 1 J.J_____________________� 1________. - __ _ ___________ LJ_______ ________�---�I___________________,---J____________________ ____ _ ___-_r---�-_ _______ _ __ _ __ _ - I I 11 - -- I--- ,+ ----------------- r-- ;r- --------------- ------------ ------------------ ' r - ' y- = BAKERY - BAKERY 7�B 1 - ,- �------------ ------------ - Y,� 11 --------�-v�' _y _ FREEZER ---' _________ r-, t r Ohl l�r I�IIIIIIIIII 1 L_ _____=_ ,-,<L _L_' 1 _. ------------------- - ------------__________ _____________ _ _ B � I o- -- o g--------------- ----------------------L'-------------------w -- ---- -------------------------------------------------------- --------------------------------- ------------ ----------------------------------------- I I I I ! I I I - I I I I I ! I I I I I I i I I I I i i o 0 0 0 0 00 0 8 0 ------------ 01 ------------ 01 ------------ of "II` _ _ -oi 1. Kefrigeration Contractor shall yet and start all self-contained equipment, including Ice machines. 2. Refrigeration Contractor shall install CPC probes in coolers and freezers. Probes are furnished by Publix. 3. All walk-in coolers and freezers are furnished by Publix and installed by the manufacturer. 4. Refrigeration Contractor shall install and pipe all evaporator coils, and hand valves in coolers and freezers. 5. For all overhead refrigeration pipeing above the sales area, the refrigeration installation contractor shall provide and install a drain pan a5 per typical detail on drawing K-3 6. Refrigeration Contractor shall set refrigerant valves to maintain 145°F at heat reclaim tanks. Set auxiliary elements in heat reclaim tanks to 130'F. Manufacturer shall yet element in elec. water heater to 145°F. 7. Refrigeration Contractor shall mount Mfgr supplied OA sensor underneath refrigeration condenser to avoid direct contact with sunlight. Electrical Contractor shall furnish and install all wiring for OA sensor. Put)IIXO SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REG.11881 SC. REG.7477 AL. REG. 6234 TN. REG.] 03497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG.45277 GA. REG. 020251 SC. REG.16340 AL. REG. 20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG. 51959 GA. REG. 277AO SC. REG.21754 AL. REG.24905 TN.REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. 43889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC.REG.25591 AL REG.28469 TN. REG.111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG.025636 SC. REG.19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 AL. REG. 28079 © COPYRIGHT 2000 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES PLOT DATE: 10 JAN 08 REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. 8L HWY. 30'1 ZEPHYRHILIS PASCO CO.,r PA FLORIDA 54,4 V112707 DRAWING TITLE: REFRIGERATION FLOOR PLAN SCALE: 1 /8 " = 1'- 0" 10-JAN-2008 09L34 xmwc P:\1200-1299\1245\1245r01.dgn R-1 of 3 - REFRIGERATION INSTALLATION SPECIFICATIONS .7 9 1. GENERAL . 1.1 DEFINITION OF TERMS 1.1.1 'CONTRACTOR' SHALL MEAN THE REFRIGERATION INSTALLATION CONTRACTOR. 1.1.2 'OWNER' IS PUBLIX SUPER MARKETS, INC. 1.1.3 'MANUFACTURER' SHALL MEAN THE COMPANY OR COMPANIES WHICH WILL SUPPLY VARIOUS EQUIPMENT SUCH AS MECHANICAL CENTERS, CASES, WEATHERPACS, COILS, ETC. 1.1.4 'REFRIGERATION INSTALLATION' SHALL MEAN THE NECESSARY LABOR AND ALL PARTS AND ACCESSORIES NECESSARY TO COMPLETE THE WORK OUTLINED IN THIS SPECIFICATION. 1.2 SCOPE OF WORK 1.2.1 THE SPECIFICATIONS ARE INTENDED TO COVER THE INSTALLATION OF MECHANICAL CENTERS,CONDENSERS, COILS, CASES, CONDENSING UNITS AND ALL OTHER FITTINGS, DEVICES AND ACCESSORIES REQUIRED TO COMPLETE THE REFRIGERATION SYSTEMS AS SHOWN OR CALLED FOR ON THE REFRIGERATION PLANS AND SCHEDULES. 1.2.2 THE OMISSION FROM THESE SPECIFICATIONS OR FROM THE REFRIGERATION PLANS AND SCHEDULES OF EXPRESS REFERENCE TO ANY PARTS NECESSARY FOR THE COMPLETE INSTALLATION IS NOT TO BE CONSTRUED AS RELEASING THE CONTRACTOR FROM THE RESPONSIBILITY FOR FURNISHING SUCH PARTS. 1.2.3 FOR DETAILS OF INSTALLATION REFER TO THE REFRIGERATION PLAN, REFRIGERATION SCHEDULE, FLOOR PLAN, PLUMBING PLAN, ELECTRICAL PLAN, AIR CONDITIONING PLAN, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND TO APPLICABLE CODES AND ORDINANCES. 1.2.4 NO ADDITIONAL PAYMENT OVER AND ABOVE THE CONTRACT PRICE WILL BE MADE UNLESS THE CONTRACTOR RECEIVES A WRITTEN ORDER BY THE OWNER OR HIS REPRESENTATIVE FOR THE ADDITION. 1.3 FEES, PERMITS, LICENSES AND INSURANCE 1.3.1 ALL NECESSARY PERMITS AND LICENSES INCIDENT TO THE WORK AND REQUIRED BY LOCAL ORDINANCE SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL LOCAL BUILDING CODES AND ORDINANCES. 1.3.2 THE CONTRACTOR SHALL NOT COMMENCE WORK UNDER THE CONTRACT UNTIL HE HAS OBTAINED ALL INSURANCE REQUIRED HEREUNDER, AND HAS FILED CERTIFICATES TO THAT EFFECT WITH THE OWNER. 1.3.3 THE CONTRACTOR SHALL IDEMNIFY AND HOLD HARMLESS THE OWNER FOR ANY AND ALL CLAIMS, SUITS, LOSSES, DAMAGES, OR EXPENSES ON ACCOUNT OF BODILY INJURY, SICKNESS, DISEASE, DEATH, AND PROPERTY DAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, ACTS, OMISSIONS, NEGLECT OR MISCONDUCT IN CONNECTION WITH THIS PROJECT. 1.4 THE FOLLOWING ITEMS WILL BE FURNISHED BY OWNER AND SET IN PLACE, INSTALLED AND CONNECTED BY THE CONTRACTOR,(EXCEPT FOR ELECTRICAL CONNECTIONS WHICH SHALL BE MADE BY ELECTRICAL CONTRACTOR ON THE JOB). THESE ITEMS MAY BE DESIGNATED OFCI(OWNER FURNISHED, CONTRACTOR INSTALLED)WHEN REFERENCED IN THE DOCUMENTS: PRE -MANUFACTURED MECHANICAL CENTERS. REFRIGERATED DISPLAY CASES. ALL SELF-CONTAINED REFRIGERATED EQUIPMENT. EVAPORATOR COILS FOR WALK-IN COOLERS AND FREEZERS. REMOTE CONDENSERS. MEAT CUTTING ROOM AND SEAFOOD CEILING. EVAPORATOR COILS FOR MEAT CUTTING ROOM AND SEAFOOD CEILING. 1.5 ALL WALK-IN COOLERS, FREEZERS, AND SHELVING WILL BE FURNISHED, SET IN PLACE AND INSTALLED BY OWNER AND CONNECTED BY CONTRACTOR,(EXCEPT FOR ELECTRICAL CONNECTIONS WHICH WILL BE MADE BY ELECTRICAL CONTRACTOR). 1.6 THE REFRIGERATION SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR AS PER THE 'R1, R2 AND R3"SHEETS. THESE PLANS ARE USED AS A REFERENCE GUIDE AND ANY DEVIATIONS TO IMPROVE A SITUATION SHALL BE BY WRITTEN OR VERBAL APPROVAL FROM THE PUBLIX REFRIGERATION COORDINATOR OR REFRIG. SUPERVISOR BEFORE IMPLEMENTATION OF THE CHANGE. 1.7 MATERIAL APPROVAL 1.7.1 THE CONTRACTOR SHALL PROVIDE PRODUCT SPECIFICATIONS FOR MATERIALS THAT ARE DIFFERENT FROM THE PUBLIX APPROVED MATERIALS. SPECIFICATIONS SHALL BE SUBMITTED TO THE PUBLIX REFRIGERATION COORDINATOR OR THE REFRIGERATION DESIGN DEPARTMENT FOR APPROVAL. 1.8 QUALITY ASSURANCE 1.8.1 THE CONTRACTOR SHALL HAVE THE FOLLOWING CERTIFICATION AND PROPER TRAINING IN REFRIGERATION INSTALLATION AND SERVICE: STATE CERTIFICATION CERTIFICATION IN COMPLIANCE WITH EPA GUIDELINES TO HANDLE ALL REFRIGERANTS. MINIMUM OF 5 YEARS EXPERIENCE IN SUPERMARKET REFRIGERATION INSTALLATION AND SERVICE 1.8.2 THE LEAD PERSON SHALL HAVE THE FOLLOWING CERTIFICATION AND PROPER TRAINING IN REFRIGERATION INSTALLATION: CERTIFICATION REQUIRED BY LOCAL JURISDICTION. CERTIFICATION IN COMPLIANCE WITH EPA GUIDELINES TO HANDLE ALL REFRIGERANTS. PROJECT MANAGEMENT TRAINING AND SKILLS MINIMUM OF 5 YEARS EXPERIENCE IN SUPERMARKET REFRIGERATION INSTALLATION. ALL NECESSARY TRADE SKILLS. 1.9 SCHEDULING 1.9.1 THE CONTRACTOR SHALL ATTEND ALL COORDINATION MEETINGS WITH THE GENERAL CONTRACTOR OF THE JOB. 1.9.2 THE GENERAL CONTRACTOR WILL SET THE PROJECT TIMELINE AND THE CONTRACTOR SHALL FOLLOW AND COORDINATE THE REFRIGERATION INSTALL WITH THE GENERAL CONTRACTOR TO ENSURE THE JOB IS COMPLETED ON TIME. 1.9.3 CONTRACTOR SHALL ADHERE TO ALL RULES AND SCHEDULING OF THE GENERAL CONTRACTOR. IF ANY CONFLICTS, INTERFERENCE, OR DISCREPANCIES COME TO THE ATTENTION OF THE CONTRACTOR,HE SHALL NOTIFY THE DIVISIONAL FACILITY SERVICE REFRIGERATION COORDINATOR IMMEDIATELY BEFORE PROCEEDING ANY FURTHER WITH THE INSTALLATION. 1.9.4 REFRIGERATION INSTALLING TEAM AND PUBLIX REFRIGERATION COORDINATORS SHALL HAVE A PRE -JOB MEETING WHICH SHALL INCLUDE THE FOLLOWING AGENDA ITEMS - REVIEW PLANS AND SPECIFICATIONS COORDINATE INSTALL SCHEDULE WITH THE GENERAL PROJECT JOB SITE SAFETY QUALITY OF THE INSTALLATION ROOF AWARENESS FLOOR CARE EQUIPMENT CARE COMMON OMISSIONS PUNCH LIST PROCESS EVACUATION AND START-UP PROCESS VARIOUS INSTALLATION METHODS QUESTION AND ANSWERS 1.10 DELIVERY, STORAGE AND HANDLING 1.10.1 THE CONTRACTOR: SHALL ACCEPT DELIVERY AND UNLOAD ALL OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT AND MATERIAL. SHALL INSPECT EQUIPMENT AND REPORT ALL SHORTAGES OF PARTS UPON DELIVERY IN WRITING,ANO SUBMIT TO THE PUBLIX FACILITY SERVICE REFRIGERATION COORDINATOR. SHALL REPORT ALL DAMAGED EQUIPMENT RECEIVED FROM MANUFACTURER IN WRITING AND SUBMIT TO THE FACILITY SERVICE REFRIGERATION COORDINATOR. FAILURE TO FOLLOW THIS PROCESS MAY RESULT IN THE DAMAGE BEING THE CONTRACTORS RESPONSIBILITY. SHALL MANAGE ALL PARTS THAT BELONG TO THE RELATED REFRIGERATION EQUIPMENT THROUGHOUT THE LIFE OF THE INSTALLATION OF THE JOB. SHALL PROVIDE ONSITE SECURED STORAGE, SUCH AS LOCKING TRAILER, FOR TOOLS, EQUIPMENT AND MATERIALS NEEDED TO INSTALL THE REFRIGERATION EQUIPMENT. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE JOBSITE SECURITY. 1.11 PROJECT/SITE CONDITIONS 1.11.1 THE CONTRACTOR SHALL INSTALL ALL REFRIGERATED EQUIPMENT IN STRICT COMPLIANCE WITH THE LOCAL BUILDING CODES AND ORDINANCES. 1.12 WARRANTY 1.12.1 THE CONTRACTOR: SHALL CHARGE REFRIGERATION RACKS TO A LEVEL OF 107 AT FULL OPERATION BEFORE WARRANTY WILL BEGIN. SHALL REPLACE ALL REFRIGERANT LOST IN THE FIRST FULL YEAR OF THE WARRANTY. SHALL PROVIDE EMERGENCY SERVICE AND MAINTENANCE AS DEFINED BY THE PUBLIX SERVICE AGREEMENT DURING THE WARRANTY PERIOD. SHALL WARRANTY THE INSTALLATION FROM THE DATE THE STORE OPENS FOR BUSINESS, FOR ONE FULL CALENDAR YEAR - SHALL NOT REPAIR OR REPLACE ANY EQUIPMENT THAT IS RECEIVED DAMAGED FROM THE MANUFACTURER WITHOUT THE MANUFACTURERS' REPRESENTATIVES' APPROVAL. 1.12.2THERE SHALL BE A WARRANTY WALK THROUGH,WHICH WILL INCLUDE THE CONTRACTOR, MANUFACTURER'S REPRESENTATIVE, AND A PUBLIX REFRIGERATION COORDINATOR, 15 DAYS SUBSEQUENT TO THE WARRANTY EXPIRING. 1.12.3WARRANTY SHALL NOT EXPIRE UNTIL ALL ITEMS ON WARRANTY WALK THROUGH ARE COMPLETED. 2. PRODUCT 2.1. VALVES: 2.1.1 SUPERIOR VALVES ARE THE APPROVED BRAND FOR ALL VALVES USED DURING NEW CONSTRUCTION, REMODELS, AND/OR RETROFITS. IF SUPERIOR VALVES ARE NOT AVAILABLE,THEN CONTRACTOR SHALL SUBSTITUTE WITH HENRY VALVES. 2.2. PIPE INSULATION SHALL BE AS FOLLOWS: 2.2.1 ALL PIPE INSULATION SHALL BE 25/50 RATED. LOW TEMPERATURE AND MEDIUM TEMPERATURE REFRIGERATION SUCTION LINES SHALL BE INSULATED WITH 1'THICK WALL INSULATION. ALL LIQUID LINES SHALL BE INSULATED WITH %2'THICK WALL INSULATION. 2.2.2 ALL HEAT RECLAIM LINES SHALL BE INSULATED WITH 1h'THICK WALL INSULATION. 2.2.3ALL EVAPORATOR DRAINS SHALL BE INSULATED WITH %2` THICK INSULATION FROM COIL TO DRAIN. 2.2.4INSULATION EXPOSED TO OUTDOOR CONDITIONS SHALL BE PAINTED WITH TWO COATS OF ELASTOMERIC PAINT PER MANUFACTURERS RECOMMENDED APPLICATION PROCESS. 2.2.5INSULATION EXPOSED TO SALES AREA FOR PIPING TO ISLAND CASES SHALL NOT HAVE DUCT TAPE. ALL JOINTS TO BE GLUED USING NOMACO ADHESIVE. 2.2.6 THE FOLLOWING ARE THE APPROVED INSULATION BRANDS: ARMACELL AP ARMAFLEX 25/50 IS THE PREFERRED INSULATION FOR ALL APPLICATIONS. IF ARMACELL AP ARMAFLEX 25/50 IS NOT AVAILABLE, THEN THE CONTRACTOR SHALL SUBSTITUTE WITH ONE OF THE FOLLOWING APPROVED BRANDS: NOMACO INSULTUBE , PRECISION AIR AP ARMAFLEX, OR NOMACO FLEX -THERM 25/50. CONTACT LOCAL REFRIGERATION COORDINATOR FOR APPROVAL OF ALTERNATIVE. 2.3. ALL REFRIGERATED CONDENSING UNITS AND DISPLAY CASES ARE MANUFACTURED BY HILL/PHOENIX, AND SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED. 2.4. ALL BAKERY DISPLAY CASES ARE MANUFACTURED BY STRUCTURAL CONCEPTS AND SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED. 2.5. ALL WALK-IN COOLERS, FREEZERS, AND SHELVING ARE MANUFACTURED BY KYSOR/NEEDHAM AND SHALL BE OWNER FURNISHED,OWNER INSTALLED ON NEW STORES AND OWNER FURNISHED CONTRACTOR INSTALLED ON REMODELS. 2.6. ALL EVAPORATORS AND CONDENSERS ARE MANUFACTURED BY WITT AND SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED. 2.7. BRAZING ALLOYS: 2.7.1 BRAZED COPPER JOINTS SHALL BE BRAZED WITH AN ALLOY NOT LESS THAN 157. SILVER CONTENT. THE FOLLOWING ALLOYS ARE APPROVED: SILFOS 15 SILVALOY 15 HARRIS 15 2.7.2 COPPER JOINTS BRAZED TO BRASS OR STEEL SHALL BE MADE WITH A BRAZING ALLOY WITH A MINIMUM SILVER CONTENT OF 45%. MATERIALS FURNISHED BY THE REFRIGERATION CONTRACTOR: 2.8• REFRIGERATION GRADE COPPER PIPE FOR ALL PIPE RUNS (TYPE ACR). PVC PIPE SADDLES PIPE INSULATION INCLUDING GLUES. COPPER FITTINGS (LONG RADIUS TYPE) PIPE HANGERS - (1%2' 14 GA UNISTRUT, lh' SUPERSTRUT) GALVANIZED %" THREADED RODS FOR PIPE HANGERS REFRIGERANT AND OIL AS PER 'R-2' SHEET, IN SEALED CONTAINERS, (MADE IN USA) ALL VALVES THAT ARE NOT INCLUDED IN THE MANUFACTURED EQUIPMENT (EXAMPLE - HEAT RECLAIM VALVES) PVC PIPE FOR CASE DRAIN CONNECTIONS, FITTINGS AND GLUE %6" THICK VINYL TILE CUT 3"x 3" FOR SHIMS UNDER CASE HARDWARE . WELDING SUPPLIES DRIP PANS CAULK NITROGEN DRAIN MATERIAL CONTROL PARTS FOR WALK-INS TO INCLUDE: LOW TEMP.FAN DELAY KLIXONS (HILL PHOENIX #PO20661E) MEDIUM TEMP FAN DELAY KLIXONS (MARS #3340) MULTIPLE COILS DEFROST TERMINATION (HILL PHOENIX #P017107D) SINGLE COIL DEFROST TERMINATION (CPC PIP MOUNT #501-1126) ALL TEMPERATURE SENSORS (CPC BULLET PROBE 9501-1122) MEAT ANO SEAFOOD PREP TEMPERATURE SENSOR (CPC WALL MOUNT #809-6590) ADEMCO MAGNETIC CONTACT MODEL 960-2 ALL OTHER MATERIALS NEEDED TO COMPLETE THE INSTALLATION. 3° EXECUTION 3.1 PROTECTION OF ROOF! 3.1.1 CONTRACTOR SHALL PROTECT THE ROOF FROM DAMAGE, PUNCTURES, CUTTING, BURNING AND OIL SPILLS BY PLACING A 2' THICK FOAM BOARD WITH !�"PLYWOOD ON TOP OF FOAM, UNDER ALL EQUIPMENT SUCH AS TANKS, PUMPS, WELDERS, TEMPORARY REFRIGERATION RACKS AND OTHER EUUIPMENT THAT IS NEEDED TO INSTALL THE REFRIGERATION UNITS. 3.1.2 CONTRACTOR SHALL PROVIDE TRAINING AND INSTRUCTION TO THE INSTALLATION CREW ON PROPER CARE OF ROOF. 3.1.3 CONTRACTOR SHALL MAKE EVERY EFFORT TO DISTRUBUTE THE WEIGHT OF TEMPORARY EQUIPMENT, TOOLS, AND REFRIGERANT TANKS TO AVOID CONCENTRATED LOADS ON THE ROOF. 3.1.4 FAILURE TO PROTECT THE ROOF FROM DAMAGE CAUSED BY THE CONTACTORS EQUIPMENT,TOOLS AND OTHER TRADE RELATED TASK,MAY RESULT IN THE CONTRACTOR REPLACING THE ROOF AT THEIR EXPENSE. 3.2 INSTALLATION OF REFRIGERATION EQUIPMENT 3.2.1 SETTING CASES: 3.2.1.1 CASES SHALL BE SET STRAIGHT, LEVEL AND PLUMB. USE ONLY %6' THICK VINYL TILE SHIMS CUT TO 3"x 3' SQUARES. 3.2.1.2 CASES SHALL NOT BE SLID ON FLOOR WHILE BEING SET. CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT THE FLOOR FROM DAMAGE, STAINS, CHIPS, ETC.DURING CASE SETTING. 3.2.1.3 CASES SHALL BE SET AND SEALED WITH BUTYL SEALANT ONLY, AND LOCKED TOGETHER WHEN SET IN PLACE. 3.2.1.4 GLASS FRONT CASES, SUCH AS DELI CASES, SHALL BE ANCHORED TO FLOOR ON 4' CENTERS. 3.2.1-5 ALL DOLLIES AND PRYBARS SHALL HAVE RUBBER WHEELS WHEN BEING USED TO SET CASES ON SALES FLOOR 3.2.2 REFRIGERATION PIPING: 3.2.2.1 PIPING SIZES SHALL BE SHOWN ON THE REFRIGERATION SHEETS. WHERE (2)TWO OR MORE COILS ARE CONNECTED TO ONE SYSTEM, THE SUCTION LINE MAY BE REDUCED BY ONE SIZE WHEN CONNECTING THE COILS. 3.2.2.2 PIPING SHALL NOT HAVE ANY 45 DEGREE ANGLES. ALL LINES MUST BE RUN HORIZONTAL OR PERPENDICULAR TO THE FINISHED FLOOR. 3.2.2.3 HEAT RECLAIM PIPE SIZES ARE 'SHOWN ON THE REFRIGERATION SCHEDULE, AND SHALL BE INSTALLED BY THE REFRIGERATION CONTRACTOR. HEAT RECLAIM LINES SHALL BE RUN LEVEL AT ALL TIMES. 3.2.2.4 CONDENSER PIPING SHALL BE SLEEVED WITH PVC AT HANGERS AND CLAMPED. 3.2.2.5 HORIZONTAL SUCTION LINES SHALL SLOPE %2" PER 10 FEET TOWARD THE COMPRESSOR. 3.2.3 BRAZING PROCEDURES 3.2.3.1 TO ELIMINATE THE FORMATION OF COPPER OXIDE ON THE INSIDE OF THE TUBING, ALL AIR SHALL BE FLUSHED FROM THE LINES AND COMPONENTS BEFORE BRAZING AND A SLOW STREAM (2 CUBIC FEET PER HOUR)OF DRY NITROGEN MUST BE PASSED THROUGH THE TUBING WHILE BRAZING. 3.2.3.2 SYSTEM SHALL BE FLUSHED WITH NITROGEN STARTING FROM THE CASE END OF PIPE TOWARD THE CONDENSING UNIT, BEFORE MAKING THE FINAL CONNECTION. 3.2.3.3 ANY PIPE FITTINGS, VALVES OR OTHER COMPONENTS BURNED OR EXPOSED TO EXCESSIVE HEAT SHALL BE REMOVED AND REPLACED. 3.2.3.4 PIPES SHALL NOT BE CLEANED WITH SANDPAPER OR STEEL WOOL. PIPES SHALL ONLY BE CLEANED WITH THE PROPER CLOTH SUCH AS EMORY CLOTH, OR EQUAL THAT IS DESIGNED FOR THAT PURPOSE. 3.2.3.5 ALL PIPING SHALL BE REAMED AND DE -BURRED BEFORE BRAZING THE FINAL JOINT, 3.2.3.6 PIPING INSTALLED WITHOUT NITROGEN FLOW, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PUBLIX MAY TEST CUT (2) TWO SAMPLES PER RACK. 3.2.4 HANGERS AND SUPPORTS: 3.2-4.1 ALL HORIZONTAL PIPE RUNS SHALL BE SUPPORTED AT 5'-0"INTERVALS EXCEPT AT COMPRESSOR. 3.2.4.2 ALL VERTICAL RISERS SHALL BE SUPPORTED AT 5'-0' INTERVALS. 3.2.4.3 NO OTHER TRADE SHALL HANG, ATTACH, WELD OR LIE ON THE REFRIGERATION HANGERS. 3.2.4.4 ALL HANGER SUPPORTS SHALL HAVE DOUBLE NUTS ON BOTH BOTTOM AND TOP SIDE OF STRUT MATERIAL. 3.2.5 PIPE INSULATION: 3.2.5.1 ALL REFRIGERATION LINES SHALL BE INSULATED FROM EVAPORATOR TO SUCTION MANIFOLD. 3.2.5.2 ALL HEAT RECLAIM LINES SHALL BE INSULATED FROM HEAT RECLAIM COIL TO RACK 3.2.5.3 ALL INSULATION TO BE TAPED AND GLUED AS PER MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURE. AVOID STRETCHING OF PIPE INSULATION. 3.2.5.4 ALL INSULATED REFRIGERATION LINES, EXPOSED TO SUNLIGHT, SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT, AS PER INSULATION MANUFACTURERS SPECIFICATIONS. 3.2.6 DRAINS 3.2.6.1 ALL CASE DRAINS SHALL BE INSTALLED BY CONTRACTOR. 3.2.6.2 CASE DRAINS SHALL BE SCHEDULE 40 PVC, AND SHALL HAVE A RUNNING TRAP WHICH IS SUPPLIED BY CASE MANUFACTURER. 3.2.6.3 ALL WALK-IN COOLERS, FREEZERS AND MARKET COIL DRAINS AND TRAPS SHALL BE 3/'COPPER PIPE, INSTALLED AND INSULATED BY THE CONTRACTOR. 3.2.7 LUBRICATION: 3.2 7.1BEFORE ANY MOTORS AND/OR COMPRESSORS ARE TO BE OPERATED, THE LUBRICATION SHALL BE CHECKED AND OIL OR GREASE ADDED WHERE NECESSARY. 3.2.7.2 THE SYSTEM OIL LEVEL SHALL BE ADJUSTED TO THE FACTORY'S RECOMMENDATIONS. 3.3 PRESSURE TESTING THE SYSTEM CONTRACTOR SHALL NOTIFY THE FACILITY SERVICE REPRESENTATIVE 24 HOURS IN ADVANCE WHEN TWO OR MORE SYSTEMS WILL BE READY TO TEST. 3.3.1 THE FOLLOWING IS THE APPROVED PRESSURE TEST PROCEDURE UPON COMPLETION OF THE REFRIGERATION CONNECTIONS: 3.3.1.1 SET ALL VALVES IN OPEN POSITION 3.3.1.2 ALL JOINTS SHALL BE CAREFULLY TESTED FOR LEAKS WITH A HALIDE TORCH OR GE ELECTRONIC LEAK DETECTOR. 3.3.1.3 LEAKS SHALL BE MARKED AND REPAIRED. UPON COMPLETION OF REPAIR, REPEAT PRESSURE TEST AND NOTIFY FACILITY SERVICE REPRESENTATIVE FOR APPROVAL 3.3.1.4 ALL REFRIGERATION PIPING, CONDENSING UNITS, CONDENSERS, AND REHEAT COILS, AFTER COMPLETION OF INSTALLATION, SHALL BE PRESSURIZED WITH A MIXTURE OF REFRIGERANT AND NITROGEN TO 175 LB. OF PRESSURE PER SO. INCH, LEAK CHECKED AND MAINTAINED UNDER THAT PRESSURE FOR AT LEAST A 24 HOUR PERIOD, BEFORE EVACUATION PROCESS SHALL BEGIN. 3.4 EVACUATION: 3.4.1 ALL SYSTEMS SHALL BE EVACUATED WITH AN APPROVED, MANUFACTURED VACUUM PUMP WITH A MINIMUM PUMP DISPLACEMENT OF 8 CFM. 3.4.2 ALL SYSTEMS SHALL BE EVACUATED (3) THREE TIMES. THE FIRST 0 TWO EVACUATIONS TO 500 MICRONS ABSOLUTE PRESSURE. THE FINAL EVACUATION SHALL BE BROUGHT DOWN TO 200 MICRONS ABSOLUTE PRESSURE. 3.4.3THE FIRST (2)TWO EVACUATIONS SHALL BE BROKEN WITH DRY NITROGEN. 3.4.4THE FINAL EVACUATION SHALL BE BROKEN WITH REFRIGERANT CHARGED THROUGH A DRYER. A 20 CUBIC INCH DRYER SHALL BE USED FOR CHARGING 145 POUNDS OF REFRIGERANT. 3.4.5 ALL VACUUMS SHALL BE MEASURED WITH AN ELECTRONIC VACUUM GAUGE,OR OTHER SUITABLE VACUUM INDICATOR THAT CAN BE READ ACCURATELY BELOW 200 MICRONS. RECOMMENDED TYPES ARE 'TELEVAC' OR "AIRSERCO'. 3.4.6THE FINAL VACUUM SHALL BE PROVEN BY HOLDING. IT AT LEAST ONE HOUR AT A MINIMUM OF 200 MICRONS AND NO RISE OF MORE THAN 100 MICRONS TO EXCEED THE 200 MICRON MINIMUM FOR THAT HOUR. CERTIFICATION SHALL BE BY PUBLIX FACILITY SERVICE REFRIGERATION COORDINATOR. 3.5 CHARGING 3.5.1 AT THE CONCLUSION OF THE THIRD EVACUATION, THE RACK SHALL BE CHARGED TD A LEVEL DF 40% WITH ALL COMPRESSORS RUNNING AND HEAT RECLAIM IN OPERATION. THE REFRIGERANT SHALL BE CHARGED INTO THE SYSTEM THROUGH A DRYER AND A 3-WAY VALVE IN THE LIQUID LINE. 3.6 START-UP AND ADJUSTMENTS: 3.6.1 SUCTION FILTER CORES SHALL BE REMOVED AFTER UNITS HAVE BEEN RUNNING FOR (3)THREE WEEKS. THE REFRIGERATION CONTRACTOR SHALL CHECK AND REPLACE THE OIL FILTER AT THIS TIME. 3.6.2 UPON COMPLETION OF THE REFRIGERATION INSTALLATION, THE CONTRACTOR SHALL: CHECK ALL ELECTRICAL CIRCUITS SET PRESSURE CONTROLS SET TEMPERATURES SET DEFROST TIMES AND CONTROLS SET SUPERHEAT ON ALL EXPANSION VALVES ESTABLISH CORRECT REFRIGERANT LEVEL FOR EACH SYSTEM TAG ALL VALVES LABEL CASES WITH SYSTEM NUMBERS MARK ALL CONTROLS PROVIDE SYSTEM START-UP AND COMPLETE OPERATIONS CHECK OF ALL SYSTEM COMPONENTS. 3.6.3THE CONTRACTOR SHALL PROVIDE A PERMANENT DATA SHEET FOR EACH RACK THAT SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: REFRIGERANT AND WEIGHT OF CHARGE PRESSURE CONTROL SETTINGS DEFROST CONTROL SETTINGS TEMPERATURE SETTINGS SUPERHEAT SETTINGS DATA SHEET SHALL BE LOCATED IN MANUFACTURER'S DEDICATED POCKET IN CONTROL CABINETS. 3.7 CLEANING 3.7.1 THE CONTRACTOR SHALL ARRANGE FOR THE REMOVAL OF CRATING AND PACKING MATERIALS, AND SHALL LEAVE THE UNCRATING AREA, THE COMPRESSOR ROOMS AND MECHANICAL CENTERS CLEAN AND NEAT. CLEAN JOB SITE DAILY. 3.7.2CONTRACTOR SHALL LEAVE ROOF CLEAN AND IN GOOD CONDITION. 3.7.3 NO STORAGE IS ALLOWED IN MECHANICAL CENTERS AND WALK-IN COOLERS OR FREEZERS. 3.8 ORDER OF WORK 3.8.1 WALK-IN ARRIVAL (1) ONE WEEK - ALL WALK-INS ARE INSTALLED, COILS PREPIPEO AND HUNG, SHELVING COMPLETE. 3.8.2 (1) ONE WEEK PRIOR TO CASE ARRIVAL: ALL OVERHEAD PIPING SHALL BE 100% COMPLETE. ALL WALK-INS SHALL BE PIPED. ALL HEAT RECLIAM PIPING SHALL BE COMPLETE ALL CONDENSER PIPING SHALL BE COMPLETE. ALL SYSTEMS SHALL BE PRESSURIZED. 3.8.3 AFTER CASES ARRIVE: Q) ONE WEEK - ALL CASES SHALL BE SET. (2) TWO WEEKS - ALL DRAINS, TRIM SHALL BE INSTALLED, AND PIPING IN PROGRESS. (3)THREE WEEKS - ALL CASES SHALL BE PIPED, AND PRESSURE TESTING IN PROGRESS. (4)FOUR WEEKS - EVACUATIONS SHALL BE COMPLETED AND START-UP IN PROGRESS. (5)FIVE WEEKS - ALL UNITS SHALL BE RUNNING AND ADJUSTMENTS COMPLETE. 3.8.4 STORE OPENING: CONTRACTOR SHALL BE PRESENT AT THE STORE ONE. CONTINUOUS WEEK BEFORE THE STORE OPENING DAY, AND ON THE DAY AFTER STORE OPENING. 3.8.5 PUNCH LIST: PUNCH LIST SHALL BE COMPLETED BY STORE OPENING DATE. 3.8.6 FIRST YEAR SERVICE: THE REFRIGERATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIRST YEAR SERVICE OF THE STORE AS PER DESCRIBED IN THE REFRIGERATION SERVICE AGREEMENT. REFRIGERATION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE FIRST YEAR SERVICE ON THE HVAC UNITS. 3.8.7 PROJECT CLOSE OUT REFRIGERATION CONTRACTOR AND PUBLIX REFRIGERATION COORDINATOR SHALL CONDUCT A PROJECT DEBRIEFING (1)ONE WEEK AFTER PROJECT IS COMPLETE AND OPENED. AGENDA FOR THE DEBRIEFING SHALL CONSIST OF, BUT NOT LIMITED TO, THE FOLLOWING ITEMS: PLAN AND SPECIFICATION ERRORS AND OMISSIONS PROJECT COMPLICATIONS PUNCH LIST REVIEW TIMELINE REVIEW - COMPARISON OF THE PROJECTED TIMELINE AND ACTUAL TIMELINE OPPORTUNITIES FOR IMPROVEMENT PROJECT SUCCESS RATING DISCONNECT CHECK VALVE P-17 VACUUM RELIEF: (TYPICAL) CIRCULATING PUMP WATTS N36 CLAMP ON TOP __� // SHUT-OFF VALVE OF HWR PIPING (TYPICAL) i/ HW- - - - - - - - _ IY2"H_W - - - - _ I Y2'HW - - - 1Y2'HW 140°F �+�- - - ------- t`4_ --- .----- --- -----------------� TO HOT WATER DISTRIBUTION CHECK VALVE �i N HOT GAS PIPING i, HOT GAS PIPING i N/C N/0� ,� t) N/0 3 '^'-" I- I-DTa- _ _ _HWR _ - -? SYSTEM REFER TO TO P-1 FOR 1 FROM REFRIGERATION FROM REFRIGERATION I ; CONTINUATION N/0 � N/O N/O N/0 TEMPERATURE - - - GAUGE (TYPICAL) I I � �--AQUA STAT C c c T& P RELEIF VALVE: 1'/2"CW REFER TO P-i U l FURNISHED BY WATER HEATER FOR CONTINUATION �i 1' P-1 :3/'_ - - T�AEI - - - - - - P'14 -3/4�_ J MANUFACTURER. G PRESSURES PSI HEAT RECLAIM TANKS: P-13 1---I----j HEAT C C� FI FCTRTC (TYPICAL). I I I RFCLAI RECLAIM WATER 3/' RELEEF DRAIN PIPE THERMA-STOR PRODUCTS, TS-III-1, 119 GALLON STORAGE I I TANK 1 T�(S UEAIEg TO OUTSIDE. DISCHARGE CAPACITY, WITH 6KW, 208V/1 PH AUX. HEATING ELEMENT 1�z 11- 6' A.F.G. (TYPICAL) ELECTRIC WATER HEATER: P-14 -----44.---- - -- -- - ---DTO-i11- EXPANSION 1�2' TANK 1-I�1-� 1-N N/C I��j�� ck RHEEM MANUFACTURING, E120-36-GS, 220 GALLON STORAGE AMTROL ST-60V-C L , �I , �'i , tlT CAPACITY, 36KW, 208V/3 PH, 2 STAGE ELEMENTS, CIRCULATING PUMP: P-17 SAFETY DRAIN PAN: 3'DEEP 36'x3G% MANIFOLD WITH EQUAL LENGTHS OF ARMSTRONG ASTRO 508 "ALL BRONZE' IN LINE BOOSTER PUMP GALVANIZED WELDED LIQUID TIGHT PIPING AND NUMBER OF FITTINGS 10 GPM @ 13 FT HEAD,:/'INLET AND OUTLET,1/6 HP. WITH 1' DRAIN LINE TO OUTSIDE, DISCHARGE 6'A.F.G. WATER HEATER/ HEAT RECLAIM PIPING DETAIL N.T.S. HEAT RECLAIM TANKS AND ELECTRIC WATER HEATER SHALL BE PREPIPED WITH ALL ACCESSORIES IN THE MECHANICAL CENTER BY HILL -PHOENIX UNITS SYSTEMS ELECTRICAL DATA Of CASE ELECT. DATA LINE SIZING DATA COMPRESSOR DESCRIPTION <L U E z = X W > O FULL LOAD AMPS 208/230V CONDENSER SELECTION ww c X: >= (nZ SYSTEM DESCRIPTION m � o S m �: w ¢ - W - w ¢ ¢ o QmLL >OW WL�m J X m a LL <F > W Q � i W H o W W O 0 z w � Li W p 0 -W o c I W E J W Q /-> =� =¢> ~= uum L1JN+ z Q 2( _ ?EO WQ7 z,� NWo -_ =� QZ1_4 z = LL = = w EnZ �� = wc:D o F- U c W �' = •�- �O J o - W O w i O U - z ¢O WOQ SUIT w w O O¢ CJW "# =Nw ��� U -S� J wVW QUAD -MATE IN MECHANICAL CENTER MOOD M F.L.A. T.D. FAN CONTROL. SPARE 53 SE OD F AOCA, 12' PM (BOTTOM) SEONU 6.8 +22 E2 HOT GAS DT COS 'Na ON s2 2.04 'Na ON 52 R404A 150 T 5 5 52 SEAFOOD CASE, 12' PDNUM (TOP) 3.5 +22 E2 HOT GAS OT CDS 2.8 1.04 1.60 R404A 150 ys Y2 % 37 MARKET ROOM COILS 78.8 +27 2)EFA-220M0* (2)SOE-5l2)-SC-5 E2 TIMED OF COS - 2A - R404A 90 21/5 15/8 718 38 SEAFOOD ROOM COIL 36.7 +27 EFA-22OMD* SOE-5(2)-SC-5 EZ TIMED OFF COS - 230V - R404A 120 1318 111a 5/,3 _ I- r-i (1) 3DF3R15ML-TFC (1) 3DS3R17ML-TFC (1) 3DS3R17ML-TFC (1) 4DH3R22ML-TSK 324 400 159.6 7-59.6 1-82.6 1-az.z ]DEANS WITT WCE- 105VE 28.0 I 14.4' 1 10FPI MANS D0sw 25 DAIRY CASES, 24' 05DM 33.6 +26 E2 TIMED OFF COS 2.8 1 4.0 - R404A 135 13/a 11/ g 56 19 BEVERAGE CASES, 24' 05DMH 34.0 +29 E2 TIMED OFF COS 2.8 5.0 - R404A 210 13/a 11/a 5/,5 20 BEVERAGE CASES, 24' 05DMH 34.0 +29 E2 IMED OF COS 2.8 5.0 - R404A 225 3 1 /8 1 1 /g 5 la 24 1 DAIRY CASE, 12' 05DM 16.8 +26 E2 ITIMED OFF I COS 1.4 2.0 - R404A 145 7/8 5/5 1/2 HIGH -SIDE PIPING SIZE HEAT RECLAII, LINE SIZE & 23 REAR LOAD DAIRY DOOR CASES, 36' ORBR 12.4 +34 E2 TIMED OFF COS 7.26 7.50 13.26 R404A 170 71a 5/a 112 LID. DIS. H-D. Z LENGTH 21 DAIRY CASES, 24' 05DM 33.6 +26 E2 TIMED OFF COS 2:8 4.0 - R404A 225 13/8 1l1a 5/8 249.6 3ph 28.0 3ph 22 DAIRY CASES, 24' 05DM 33.6 +26 E2 TIMED OFF COS 2.8 4.0 - R404A 215 1N3 1118 5/a CAPAC. REO'D: 451.4 +20' CAPAC. AVAIL: 519.9 +20' z% 2y8 2% 2% 155' 26 DAIRY COOLER,14'x46'x10' 29.7 +22 OSA 36-170* (2)S0E-4(I I/2)-SC-5 E2 TIMED OF COS - s eA - R404A 170 11/8 �/8 5/8 SCl UNIT 2 SUBCOOLING 47.2 +35 SC2 UNIT 3 SUBCOOLING 51.3 +35 115 T C C�J Z = TRI-MATE IN MECHANICAL CENTER (1) 2DA3F23KL-TFC (1) 3DA3F28KL-TFC (1) 3DB3F33KL-TFC CAPAC. REO'D: 128.7 -14' CAPAC. AVAIL:152.6 -14° 110 TC 123 , I L50 I- 1-28.8 1-30.3 1-31.5 90.6 3ph I I 3-0.85 2.6 1ph --i 4FANS 11-2. 3ph L MFG.AND MO F.L.A. T.D. FAN- CONTROLSPARE WITT WCE- 0378 11.2 8.7' 10FPI 4FANS SSGGL 4 FROZEN FOOD CASES,10 DRS ORZE 12.5 -11 E2 HOT GAS DT COS 5.82 5.0 17.12 R404A 175 1% 7/a 51a 5 FROZEN FOOD CASES, 10 DRS ORZE 12.5 -11 E2 HOT GAS OT COS 5.82 5.0 17.12 R404A 195 11/8 % 5/8 6 FROZEN FOOD CASES, 10 DRS ORZE 12.5 -11 E2 HOT GAS DT COS 5.82 5.0 L7.12 R404A 160 11/8 % 5/8 8 FROZEN FOOD CASES, 12 DRS ORZE 15.0 -11 1 1 E2 HOT GAS I DT COS 1 5.82 6.0 PO.38 R404A 1 205 11/8 1 7/a 518 9 FROZEN FOOD CASES,12 DRS ORZE 15.0 -il E2 HOT GAS DT COS 5.82 6.0 20.38 R404A 205 1% 7/8 51a 10 FROZEN FOOD CASES, 11 DRS ORZE 13.7 -11 E2 HOT GAS DT COS 5.82 5.5 18.75 R404A 155 11/5 718 5/8 HIGH -SIDE PIPING SIZE HEAT RECLAIP LINE SIZE & LENGTH 11 FROZEN FOOD CASES, 11 DRS ORZE 13.7 -11 E2 HOT GAS DT COS 5.82 5.5 18.75 R404A 165 11/8 718 51a LID. DIS. H.D. 1 12 FROZEN FOOD CASES, 12 DRS ORZE 15.0 -11 E2 HOT GAS OT COS 5.82 6.0 0.38 R404A 200 1% % 5i8 1% I I 1) I� I 13/B 20' I 13 FROZEN FDDD CASES, 12 DRS ORZE 15.0 -11 E2 HOT GAS DT CDS 5.82 6.0 0.38 R404A 215 tlla 7a 5/e 14 ICE CASE, 3 DRS ORZHE 3.8 -11 E2 HOT GAS DT COS 1.94 1.5 5.4 R404A 235 71a 5/a 5/8 I ___t_ I I I I I I t-I I I M z QUAD -MATE IN MECHANICAL CENTER (1) 2DF3F16OKL-TFC (1) 3DA3F28KL-TFC (1) 3OB3F33KL-TFC (i) 3DS3F46KL-TFC CAPAC. REQ'O: 141.3 -25° CAPAC. AVAIL:166.5 -25' 110 TC 174 200 1-1s.8 1-30.3 1 1-42.0 2. 120.6 3ph 4-0.B5 3.4 1ph 4FANS It.2 3ph 16 L0 19.0 [ph MF6. AlN F.L.A. T.D. FAN CONTROL SPARE WITT WCE 043E uz 9.9° 10FPI 4FANS Row 57 FROZEN BAKERY CASE, 3 DRS ORZE 3.9 -17 E2 HOT GAS DT COS 1.94 1.5 5.4 R404A 390 71a 5/a 516 56 BAKERY FREEZER, 8'x1B'xlO' 10.4 -18 SG 34-105 � SOE-3(D-SZP-5 EF E2 HOT GAS DT CDS - 30pY - R404A 370 1% 7/a 516 54 BAKERY/DELI FREEZER, 10'x14'x10' 10.0 -17 SG 34-105 SOE-3(D-SZP-5 EF E2 HOT GAS DT COS - 230V - R404A 325 1118 7ja 51a 36 FROZEN SEAFOOD CASE. 4 DRS ORZE 5.0 -11 E2 HOT GAS DT COS 1.94 1.5 5.31 R404A 120 5/8 112 5/,151- HIGH -SIDE LID. PIPING SIZE DIS. H.D. HEAT RECLAI LINE SIZE & LENGTH 15 ICE CREAM CASES, 12 DRS ORZE 15.7 -17 E2 HOT GAS DT COS 5.82 5.0 17.12 R404A 245 1116 71& 51a 16 ICE CREAM CASES, 12 DRS ORZE 15.7 -17 E2 HOT GAS DT COS 5.82 5.0 17.12 R404A 235 1% 7/a 5/a 1% 1% I 1 3/8 30' 17 ICE CREAM CASES, 11 DRS ORZE 14.4 -17 1 E2 HOT GAS DT COS 5.82 5.5 I18.75 R404A 195 1% 71a 51a i FR. ISLAND CASE, 12' OWIZ/OWEZ 10.5 -12 E2 HOT GAS DT COS 2.8 2.72 7.10 R404A 125 1% 7I6 5/a 2 FR. ISL. CASE, 12' OWIZ 7.6 -12 E2 HOT GAS DT COS 2.8 2.04 5.14 R404A 145 7/a 5/8 5/a 3 FR. ISL. CASE, 12' OWIZ/OWEZ 10.5 -12 E2 HOT GAS OT COS 2.8 2.72 7.10 R404A 160 f 11/5 71& 5/a 7 ICE CASE, 3 DRS ORZE 3.9 -17 E2 HOT GAS DT COS 1.94 1 1.50 5.31 R404A 230 71a 5/8 5/8 27 FR. FDOD/ICE CREAM FRZR, 14'x28'xl0' 20.1 -22 (2)SG34-105 * (21SOE 3(ll-SZP-5 EF E2 HOT GAS DT CDS - 8.0Y s.OA - R404A 155 13/8 11/& 5/8 28 MEAT FREEZER, 12'xl8'x10' 13.6 -17 SG 44-1404 SDF-4(11/2)-SZP-5 EF E2 HOT GAS DT CDS - z3ev a.BA - R404A 105 1118 7ja 51a I- z = PENTA-MATE IN MECHANICAL CENTER (1) 3DB3R12ML-TFC (i) 3DF3R15ML-TFC (1) 3DS3R17ML-TFC (1) 3DS3R17ML-TFC (1) 4DA3S13ML-TSK CAPAC. REQ'O: 506.7 +20' CAPAC_ AVAIL: 574.6 +20' 115 TC 346 400 I 1-43.6 1-48.2 1-59.6 1.59.E 268.1 3ph I I I 12FANS 33.6 3ph I 9-t.0 9.0 1ph I MFG.AND F.L.A. T.O. FAN SPARE WITT WCE- t26VF 33.6 13.6 iOFP[ 12FANS Row LOOP 51 51d BAKERY COOLER, 8'x8'x10' 5.6 +22 SA 26-70 * SOE-3(1)-SC-5 E2 IMED OF BALL VALVE - 22OA - R404A 315 SEE SHEET R1 FOR LOOP PIPING SIZES 51a DELI CASES, 20' OSA 6.4 +22 E2 IMED OF BALL VALVE 4.68 2.38 2.47 R404A 325 51b DELI COOLER (PREP), 10'xl2'x10' 8.8 +22 SA 26-115 * SOE-3IU-SC-5 E2 IMED OF BALL VALVE - 230Y - R404A 270 51a DELI COOLER (UNPREP), 8'x12'xlO' 7.5 +22 SA 26-67 * SOE-3(D-SC-5 E2 IMED OF BALL VALVE - 230AV - R404A 260 551 DESSERT CASE, HV96RSS 9.4 1+221 E2 IMED OFF I COS 2.241 0.67 - R404A 345 11/8 518 1/2 58 FLORAL HUTCH CASE, 8' BORGEN 11.3 +20 E2 TIMED OFF COS 2.30 1.8 - R404A 375 11/5 < > Nei 51a 49 DELI ISLAND CASES, 16' 03UM 15.9 +22 E2 TIMED OFF COS - 3.5 0.63 R404A 330 11/a 7I8 5/,350 DELI ISLAND CASES, 16' 03UM 15.9 +22 E2 TIMED OFF COS - 3.5 0.63 R404A 330 1Ila 7/a 5/a 48 DELI ISLAND CASES, 24' 03UM 24.0 +22 E2 TIMED OFF COS - 4.0 0.76 JR404A 285 1 13/a 4 > 7I8 1 5/a 47 PRODUCE CASES, 36' 05DM 52.8 +22 1 E2 TIMED OFFI I COS 3.74 5.5 - R404A 255 13/8 1% 5la 46 PRODUCE CASES, 24' 05DM 35.2 +22 E2 IMED OFF COS 3.28 5.0 - R404A 220 1318 1l1a 5/a HIGH -SIDE PIPING SIZE HEAT RECLAI LINE SIZE & LENGTH 40 PRODUCE COOLER, 12'x26'xlO' 21.0 +22 SA 46-230 SOE-50-SC-5 E2 IMED OFF COS - 23eV - R404A 160 11/8 7/8 5la LID. D15. H.D. 43 REAR LOAD JUICE. CASES, 20' 05DR 29.2 +22 E2 IMED OFF COS 2.34 7.2 - R404A 175' 13/8 11/a 5/8 2% 2% I 2% I t455' I 42 PRODUCE CASES, 20' 05DM 29.3 +22 E2 IMED OFF COS 2.341 3.5 - IR404A 165 13/& 1118 I 518 41 PRODUCE CASES, 16' 03UM 15.9 24.0 +22 +22 E2 E2 TIMED OF TIMED OF COS COS - - 3.0 4.0 0.50 0.76 R404A R404A 165 170 11/a 11/8 7/a 7/$ 5/a 5/a 45 PRODUCE ISLAND CASES, 24' 03UM 44 ISLAND PRODUCE CASES, 16' 03UM 15.9 +22 E2 TIMED OFF COS - 3.0 - R404A 165 1 11/a 71& 5/8 39 SEAFOOD COOLER, 5'x8'x10' 7.9 +22 SA 26-87 * SOE-3(1)-SC-5 E2 TIMED OF COS - 230A - R404A 110 7/8 518 11z 33 MEAT CASES, 24' OHM 32.5 +22 E2 HOT GAS DT COS 7.0 4.0 - R404A 105 1% 11/8 5/a 35 MEAT CASE, 12' OM 5.5 +22 E2 HOT GAS DTI COS 2.10 1.5 0.38 R404A 75 7/g 112 112 34 I MEAT CASES, 24' OHM 32.5 +22 E2 HOT GAS DT COS 7.0 4.0 - R404A 80 13/5 1118 5/8 32 PROCESSED MEAT CASES, 24' 05DM 36.7 +22 E2 HOT GAS DT COS 2.8 4.0 - R404A 125 1 13/a 11/5 5/8 29 CHICKEN COOLER, 12'xl2'xlO' 13.9 +22 SG 44-140 SOE-4(11/2)-SC-5 EF E2 I HOT GAS DT CDS - 230 - R404A 120 7/6 !% % 30 MEAT COOLER,12'x20'x10' 18.9 +22 SG 54-180* SOE-50-sC-5 EF E2 HOT GAS OT COS - 230V 5.OA - R404A 110 1118 7 /8 5 18 31 PROCESSED MEAT CASES, 20' 050M 30.7 +22 E2 HOT GAS DTI COS 2.34 3.5 - R404A 135 13/5 11/8 51g I I _� _+_+ EXTERIOR DESIGN CONDITIONS:100 F AMBIENT INTERIOR DESIGN CONDITIONS:75 F AMBIENT / 55RH POWER SUPPLY: 208/220 VOLT, 3 PH., 60 HZ. HIGH -SIDE PIPING SIZE DATA LID. -INDICATES LIQUID LINE SIZE FROM CONDENSER TO RECEIVER. DIS.-INDICATES DISCHARGE LINE SIZE FROM COMPRESSOR TO CONDENSER. H.D.-INDICATES HOR[ZONTAL DISCHARGE LINE SIZE. ♦ DIAMOND SHOWN IN PIPE SIZE SCHEDULE INDICATES A SYSTEM WHERE THE SUCTION RISER IS TWO SIZES SMALLER THAN THE HORIZONTAL SUCTION LINE. ALL EVAPORATOR COILS AND TXV ARE SELECTED AND SUPPLIED BY PUBLIX, HEAT RECLAIM VALVE INSTALLED ON UNITS: 1, 2, 3, 4, & 5 NOTE "A" A - LIQUID LINE SOLENOID VALVE CONTROLLED OFF OF FAN SWITCH. *-REFRIGERATION CONTRACTOR TO INSTALL HAND VALVE FOR EACH EVAPORATOR COIL, AND NO SUCTION BALL VALVES. EMS INSTALLATION KESf ONSIDILITY CHANT 1. ENERGY MANAGEMENT SYSTEM INSTALLATION PE5.1"ON50ILITY 2. REFRIGERATION CONTROL EQUIPMENT 3. DE5CKIPTIQN RE5PON9113 LITY COMMENT5 4. PUB RM PIC HC CEM RCM EC ACM CPC 5. FUKNI5H ALL TEMPERATURE AND HUMIDITY 5EN50K5 X 6. IN5TALL WALK-IN 5EN50RO X 7. WIRE TEMPERATURE L HUMIDITY 5EN50R5 X 8. FUKNI5H AND IN5TALL CONDUIT/WIRING FOR REMOTE 5EN5OR5 X 9. FURNISH AND INSTALL ALL CONDUIT/WIRING BETWEEN CONTROLLERS X 10. FURNI5H AND INSTALL ALL CONDUITIWIKING BETWEEN ALARM PANEL5 X A FURNI5H AND IN5TALL ALL CONDUIT/WIPING TO REMOTE I/O 3OARD5 X 12. FURM5H REMOTE 1/0 DOARD5 - EM5 BOARD X 13. 1115TALL REMOTE 1/0 DOARD5 X 14. FUPNI5H ALARM PANEL5 (IF APPLICABLE) X 15. N5TALLIWIKE ALARM PANEL5 (IF APPLICABLE) X 16. 17. 18• ENERGY MANAGEMENT 5Y5TEM LIGHTING CONTROL 19. LIGHTING CONTROL EQUIPMENT 20. DE5CKIPTION RE5PON5113LITY COMMENTS 21. PUB KM RIC HC GEM KCM EG ACM CPG 22. FUKNI5H REMOTE I/O 15OAK05, 8K15 d W/TRAN5FORMEK5 AND ENCL05UKE5 X 23. IN5TALLIWIRE REMOTE I/O DOAK05, 8R0'5 i W/TKAN5FOKMEK5 AND ENCL5. X 24. FUKN15R IN5TALL, WIRE AND TERMINATE LIGHTING CONTACTOR5 W/ENCL5. X 25. FURNI5H AND IN5TALL ALL CONDUITIWIRING FOR LIGHTING CONTROLS X 26. 27. 28. HVAC CONTROL EQUIPMENT RE51`ON5151LITY 29. HVAC CONTROL EQUIPMENT 30, 0E5CKIPTION KE5PON5113ILITY COMMENT5 31. PUI5 KM RIC HC I GEM KCM I EC I AGM I CPG 32, FUKNI5H EMS A X 33. IN5TALL, WIRE AND TERMINATE EMS A X 34. FUKNI5H CPC BOARDS, NIO, 8KO(C), i6Al X 35. I1,15TALL CPC DOAKD5, 51/0, SKO(C). 16A1 X 56. FUKNI5H ALL PKE-5PEGIFIE0 5EN5OK5 AND CONTROLS X 37. IN5TALL ALL PKE-5PEGIFIED 5EN50R5 AND CONTKOL5 X 38. FURNISH AND INSTALL ALL CONDUIT/WIRING TO CPCIKMCC X 59. FUKNI5H AND IN5TALL ALL CONDUIT/WIRING TO HEAT RECLAIM X 40. FURNISH AND INSTALL ALL CONDUIT/WIRING TO ALL REFRIGERATION KACK5 X 41. FUKNI5H AND INSTALL ALL CONDUIT/WIRE TO VAV AND DUMP BOX CONTROL5 X 42. FU9NI5H AND IN5TALL ALL CONDUIT/WIRE TO FUPN15HED CONTR0L5/DEYICE5 X 43. FURNISH CPC 110 BOARDS FOP EXI5TNG HVAC EQUIPMENT RETROFIT X 44. IN5TALL CPC 1/0 130ARD5 FOR EX15TING HYAC EQUIPMENT RETROFIT X LEGEND. PU6 = PUBLIX RM = RACK MANUFACTURER RIC = REFRIGERATION N5TALLATION CONTRACTOR HC = HVAC CONTRACTOR CEM =CONDENSER AND EYAPORATOR MANUFACTURER OEM RCM = REFRIGERATED CASE MANUFACTUREK EC = ELECTRICAL CONTRACTOR ACM = HVAC MANUFACTURER CPC = COMPUTER FROCE55 CONTKOL5 P u b 1'18 xe SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-331 1 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.I I88I SC. REG.7477 AL. REG. 623A TN. REG. )03497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020231 SC. REG.163AO AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL -FL. REG.51959 GA. REG. 277AO SC. REG.21754 AL. REG. 24905 TN. REG. 107882 JOHN J. CARAMALIS, PE MECHANICAL- FL REG. A3889 GA. REG. 021246 SC. REG.16521 AL REG.20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA. REG. 025636 SC. REG. 19743 AL REG. 23065 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC.REG.25290 Al. REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES It' PLOT DATE: REVISION DATA: #12A5 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 5494 V112707 DRAWING TITLE: REFRIGERATION SCHEDULE AND SPECIFICATIONS SCALE:. NONE 10-JAN-2008 09:33 xmwc P:\1200-1299\1245\1245r02.dgn of 3 Publix. SUPER MARKETS PIPE CLAMP CORPORATE OFFICES, FACILITIES DESIGN SCREWED TO WALL BAR JOIST BOX 407, LAKELAND, FL 33802 /%2' INSULATION PIPE HANGERS INVERT TO BE PHYSICAL ADDRESS: �/ RISER SIZE 3300 PUBLIX CORPORATE PARKWAY, REFRIG. CONTR. TO FOAM AT 5'-0' D.C. HEAT RECLAIM OPENING IN A/C UNIT AFTER HEAT RE- INSULATED LINE LAKELAND, FL 33811.3311 HEAT RECLAIM CLAIM LINES ARE PIPED. INVERT PIPING ELBOW TO BE SPQAYED FOAM RISER SIZE AROUND HEAT G�EC�LAO iI DRAON LONE FASTENED TKO WALL PIPE HANGER TO BE � PUBLIX FACILITIES pOP0Gv1C OO�J A/ O U�10T SADDLE BELLOWI JOIST DESIGN DEPARTMENT DAVID TAULBEE, AIA WA ARCHITECT - FL. REG. 91318 ALL -THREAD LIQUID LINE DAVID RUBIN, AIA WITH BOLT AND SUCTION DEEP WASHER LINE UNISTRUT FOAM INSULATION NOTE: DO NOT CLAMP AND COMPRESS THE ARCHITECT -FL. REG.92557 N FACTORY GQ�p� E� INSULATION. SUPPORT IS USED FOR GA REG.11881 CUT-OFF CHECK VALVE STABILITY VALVE (TYP) CHECK VALVE .�' SC. REG.7477 INSTALLED AL REG. 623A txv O TN. REG. 1 Q3497 METAL CHASE RISER SIZES AS FACTORY RECEIVER AIR Flow SPECIFIED ON JOHN W. KITCHENS, PE SHEET R-1 CIVIL/STRUCTURAL-FL. REG.45277 INSTALLED FAN MOTORS DIVERSION HEAT -x TRAP VALVE GA. REG. 020251 COMPRESSORS (MTD. HORIZ.1 B-line Armafix Clamp AL. REG. 20382 TN.REG.101507 EVAPORATOR 2'+ TRAP ON SUCTION LINE PAUL C. HARMAN, PE HEAT RECLAIM PIPES IN WALK-IN 3" DIA HOLE THKU i/ STRUCTURAL- FL. REG N, P TO BE INSTALLED FL. REG. TRAP FREEZER THREADED WALL FOAM AROUND � / THROUGH PITCH PANS W/REFRIG. LINES UNION FOR PIPES / SC. REG. 21754 COOLERS S / AL REG.24905 MEAT PREP I TN. REG-107882 ONLY 7/8 COPPER NOTES I JOHN J. CARAMALIS, PE LIQUID LINE TO DRAM LINE U ORZ, OHM AND 05D CASES TO DE SOLDERED TO 1/2 ' INSULATION NOTES: COME PIPED UP THE REAR OF CASE. MECHANICAL- FL REG. 43889 1) HEAT RECLAIM PIPING TO DK IN LN112 NSULATION TRAP 1' AIR GAP CONTRACTOR TO TIE PIPING TOGETHER GA. REG.021246 Q� HAVE %2' INSULATION. AT CASE AS SHOWN, WHERE 2 CASES AL REG. 1 S81 5ve 2) VALVES TO BE INSTALLED ARE ON ONE SYSTEM TN REG.2Q55i HUB DRAIN TRAP TO BE TN. REG.t08507 IN THE FIELD .ARE ONLY FOR 2)PIPE HANGERS TO BE NO MORE THAN RACKS THAT HANDLE A/C 6" FROM PIPE INVERTS RISER SIZE ANTHONY CLEMENTI, PE HEAT RECLAIM AND HEAT NOTE: MECHANICAL- FL REG.54781 RECLAIM TO TANK. COIL THANSHOULD 12" FROMEMOUNTED DACK WALL. LE55 GA. EG.31882 SC. REG. 25591 AL REG.28469 T VPOCAL DRAON POPON QQ CONVENTOOHAL POPON8 DRACNRAM TN. REG.111382 9 HEAT RECLG°AOM POPON8 DDOAGRAM � FOR WALK-ONS � FOR MULTO-DECK EOa CASES 4 G=CAN ON SULA700H AT o AC K OF CASEg�OUBLIEDD ROSENDOAC REAM 6 (� YPOC�AL WEO�TOOAL WALL CLAMP DE51 AOL RAYMOND J. SIRIANNI, PE ELECTRICAL FL REG. 54085 -� NITS [m`� NTS Q=� NTS �, -� NTS Q= NTS �e� NTS GA. REG.025636 SC. REG. 19743 AL REG.23065 TN.REG.108038 INVERT TO NORMAN MEIER, PE BE RISER ELECTRICAL - FL. REG. 59422 SIZE 1'-0' GA. REG. 31492 UNISTRUT FASTENED PVC PIPE REST GLUED TO SC.REG.25290 TO TOP OF CASE W/ INSULATED REFRIGERATION %a' TEK SCREW PIPE .REG.28079 c 318 ' GALVNIZED 31 ALL THREAD 4' *NOTE: THIS I$ TYPICAL FOR ALL O COPYRIGHT2008 I I q PIPING ON TOP OF CASE. PUBLIX SUPER MARKETS, INC. O2 -- PIPEUNISHANGERS REDUCER Alt PIPE HANGERS 2 AT 5'-01' CENTERS FITTING THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY UNISTRUT NEEDS TO EXTEND OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT TEK FOR 3!8' ALL THREAD ALLOW *NOTE: PAINT TO MATCH WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE 1 SCREW _ 5� M p ALL WALL COLORS. DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF TOGETHER �L p u p O C A L, POP C S U p p O R� � PUBLIX SUPER MARKETS, INC. PANS —�F SUCTION SIZE Fnob s�yj� THE DESIGN INDICATED IN THESE CONSTRUCTION W —N1 NTS DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, S, INFORMATION, AND BELIEF, COMPLY WITH THE APPLICABLE AT RISER HEIGHTS OF MINIMUM BUILDING CODES o,V PIPE OF SELF -TAPPING -IS SADDLES fit- �OJaA 15'-�, A 'TRAPRINVOERT RE USE PIPE SUPPORT TEK SCREWS �— ��Fp 9� ON P COMBINATION. 1'-0' O.C. 3/8" ALL $Pg� (SAME SIZE AS RISER) THREAD UNI5TRUT WELD NP��S HANDVALVE 1 PIPE HANGERS RISER "kk-- SIZE LOOP PIPING TO RUN INSIDE CASE. USE FASTEN METAL PLATE TO LOWER — MANUFACTURER'S SUPPORTS. 4• 01 EDGE OF CASE WITH %2' TEK SCREW PAN ADJUST HEIGHT PLAN IS TO BE 20 GA. WHITE SIZE ION I @ 5'-0' O/C ANGLE BRACKET MTD. OF UNISTRUT TO ALUMINUM, FURNI5HED & INSTALLED NOTE: FITTED TRAPS SHALL ALLOW REFRIGERANT 13Y REFRIGERATION CONTRACTOR. BE SUCTION SIZE. ONE PIECE EVAPORATOR COIL LINES TO CLEAR PAN II I' FIELD SHAPED TRAPS SHALL UNISTRUT BE RISER SIZE. PAN 5UPPOKT HANDVALVE TRAP TO CASE BE SUCTION SIZE a POPE HAN ER/ PAN DE4ARL TYPOOAL TO3AP AND ONVER7 r7o PROO DD UC�E MIn ALL CASE LOOP POPONN(3 �� WALL HOO UN7EDD POPE �SUPPON7 �� PAgNTE DD METAL s OO X OOO WER R3 e 3 NTS k* �_*, NTS [ - NTS ®� NTS Q m (BY PUBLIX) NTS 7HANOERSa 5'-H' O.C. INVERT 5' FOR 3" FOR COPPER INVERT CONT. WELD CONDUIT TUBING � ' DIMPLEDj j HANGERS RAISED HERE e 5'-0'O.C.\ I I OLUMN T� 0 CASE TO RACK INVERT I I _ — _ — _ — _ INVERT I$ GA. L � _ ____ ;, STEEL 1„ PIPE PAINTED METAL 12 I I FALSE NOTE: INSULATION REMOVED AND I I 4' 4' SLOPE HANGERS @ BOX COVER / / REFRIGERATION LINES TO COLUMN CENTERLINE OF PIPES SHOWN I � SADDLE 15 5'-0' O.C. SEE DETAIL R3 / I I FOR CLARIFICATION PURPOSES ���ccdll II BE CLOSELY STRAPPED �\ TOGETHER TO COLUMN i NOTE: INSULATION REMOVED AND CENTERLINE OPIPES PIPE HANGERS TO BE I I FOR CLARIFICAT ONPURPOSES �'�'� II SET AT 5'-0' D.C. TO i/ NOTE: INSULATION REMOVED AND 1 1 FOLLOW SLOPE. / R3 CENTERLINE OF PIPES SHOWN I I 1 {� CEILIN FOR CLARIFICATION PURPOSES ('000 U� Vfp0tad RCFG°OGGfG1UO®N pOpC �dOpG �14QOd I i TRAP III 9 NTS HANGERS 0 5' I ' 1 I I � R3 I I� e -O' O.C. y ln] UNISTRUT W/PVC PIPE REST II ( I INVERT\ - BOX COVER AINTED ETaL a 5'-0°O.C. (+ I TRAP ---- ' ---- 1--_=2 �SEE DETAIL ---------------1I /� ri SILICONE BOTH —+ — - UNISTRUT W/PVC PIPE REST x _—_—_—_ J- SIDES OF WALL RUN PIPES ALONG TOP OF CASES I /1 7— 1 0, 1 7 r— CASES PVC PIPE SLEEVE THR WALL 0 NOTE: LIQUID LINES ARE NOT INDICATED I Lz CASE AS WELL AS INSULATION REMOVED AND p CENTERLINE OF SUCTION PIPE SHOWN FOAM AROUND FOR CLARIFICATION PURPOSES o 0 REFRIGERATION PIPE INSIDE SLEEVE o _ "TYPOOAL OOZ/ ONOZ CASE DETAOL �AV 14 c0�� TYM�AL VWC HPE CHASE THRU WAd� �O�ID�GSQWCOM�TYPOCAL [FROZEN =OOD CASE DE7AOL TYPOOQL BOLANDKEAY, DELO ANDPRODUCE CABE� TYPOCAL POPONG POTC H POCKET NTS Q_ , NTS -11 NTS �NTS o� NTS R o � NTS PUBLQX HANGERS HANGERS a 5'-0'O.C.INVERT e 5'-e' D.C. PLOT DATE: 10 JAN 08 NOTE: INSULATION REMOVED AND INVERTS CENTERLINE OF PIPE SHOWN FOR CLARIFICATION PURPOSES NOTE: INSULATION REMOVED AND CENTERLINE OF PIPES SHOWN INVERTS PAINTED METAL HANGER FOR CLARIFICATION PURPOSES \ ` SBOX EE COVER R3 REVISION DATA: DETA a 5 0' / ,C 1 NOTE: INSULATION REMOVED AND 12 / I CENTERLINE OF PIPES SHOWN CEILING 1 / / ' i FOR CLARIFICATION PURPOSES I I - �l �NVERT P WITH SCHRADER UNISTRUT W/PVC II PIPE REST 1-1/ ' / ' / I I SUCTION AND LIQUID LINE` ` COLUMN , a 5'-0' O.0 PAINTED METAL - --y J l BOX COVERE 12L NOTE: INSULATION REMOVED AND 9 REFRIGERATION LINES TO 1 / / BOX COVER METAL BOX COVER SEE DETAIL R S SHOWN R3 BE INSULATED AND CLOSELY ' / SEE DETAIL 12 SEE DETAIL FOR CENTCLARIFICATION ERLINE OF EPURPOSES STRAPPED TOGETHER TO I I / R3 R3 HANGERS T P WITH SCH ER i TRAP COLUMN ' , / a 5'-0' O.C. / 3:11!C 0 QF — --#12A5 (REPL. #0390) U 7N.1,�STRUIT W/PVC PIPE REST ZEPHYR COMMONS -0' O.C. 11 TRAPS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., TO RACK FLORIDA CASES 54*4 TRA DRAWING TITLE: 4 IPOC�AL DAOG �I, dUOC�E DO G? �PEC�OAL �4 0 o D D DSUPPORT �� T"(POCCAL DABRY, �JUOC�E OR SPEC�OAL REFRIGERATION 20 HEAT CASE DC TAOL W/ COLUMN �� IrYPOCAL @SUN CASE DD ETAOL �g VVPOOAL OSLANDD LOW `HEMP CASE DC TAOL �� IrYPOCAL DELO CASE DETAOd 4�(POC�QL CONDENSER �EQ POPOO�JC� MEAT CASE DD ETAOL NTS _� NTS 3 NTS _� NTS -� NTS e� NTS DETAILS SCALE: NONE of 3 JAN-2008 09:32 xmwc P:\1200-1299\1245\1245rO3.dgn