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HomeMy WebLinkAbout5230 6th StMUV - ZEPHYRHILLS, FL MEDICAL CANNABIS DISPENSARY TENANT BUILD -OUT 04-15-2022 PERMIT ARCHITECT COLLECTIVE OFFICE, P.C. 9 E 24TH STREET CHICAGO, IL 60616 1-312-818-2006 www.collectiveoffice.com JEFF KLYMSON, AIA NCARB FLORIDA LICENSE No. AR101389 EXPIRES: 02-28-2023 I hereby certify that these drawings and documents were prepared under my direct supervision and to the best of my professional knowledge, conform to the local and State building codes and zoning ordinances. This item has been electronically signed and sealed by Jeff Klymson, Architect on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. PROJECT DIRECTORY: CLIENT - PLANTS OF RUSKIN LLC PO BOX 126 RUSKIN, FL 33575 JOHN TIPTON john.tipton@altmed.com ELECTRICAL ENGINEER: I` • co:F 6otASON • • '• PR�p13a9 : �4J 41 � 0 •G� C�`STERE� P� `1I�IZL JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 JEFF JEWITT jjjewitt@comcast.net 239-432-1550 MECHANICAL / PLUMBING ENGINEER: KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 ADDRESS: 5230 6TH ST ZEPHYR HILLS, FL 33542 PIN No.: 11 -26-21 -0010-15400-0190 NOTICE TO CONTRACTORS PROJECT SUMMARY CONTINUED NOTICE TO CONTRACTORS OCCUPANCY CALCULATIONS: 1. THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE AN OWNER- CONTRACTOR OCCUPANCY CLASSIFICATION: AGREEMENT (AN EXECUTED WRITTEN PROPOSAL PREPARED BY THE CONTRACTOR DESCRIBING THE WORK) AND THESE DRAWINGS PREPARED BY THE ARCHITECT. THE ARCHITECT IS PROVIDING TENANTAREA: A "PLANS ONLY" SERVICE. NO OTHER TYPE OF ARCHITECTURAL SERVICE IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED ONLY BY COMPETENT CONTRACTORS LICENSED TO TOTAL OCCUPANT LOAD: WORK WITHIN THE CITY OF CHICAGO, AND KNOWLEDGEABLE IN THE BUILDING TRADES. 2. THE CONTRACTOR MUST FAMILIARIZE WITH THE PROJECT LOCATION AND EXISTING PROJECT AREAS: CONDITIONS. CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND WILL BE RESPONSIBLE FOR THEM. DISCREPANCIES WITH PLANS AND EXISTING CONDITIONS MUST BE -GROSS TENANT AREA: REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. NON- COMPLIANCE WITH THE ABOVE CONDITION DISQUALIFIES ANY CONTRACTOR CLAIMS FOR ADDITIONAL - AREA OF WORK: COMPENSATION, OR TIME IN THE SCHEDULE -1ST FLOOR: -2ND FLOOR: 3. ADMINISTRATION OF THE CONTRACT IS BY THE OWNER OR THE OWNER'S REP. THE -TOTAL PROJECT AREA: CONTRACTOR AND OWNER ARE SOLELY RESPONSIBLE FOR BUILDING CONSTRUCTION PROCESS AND JOBSITE SAFETY. 4. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT AND THE ARCHITECTURAL PLUMBING FIXTURE CALCULATIONS: INTENT. THIS INCLUDES THE DIMENSIONS OF THE BUILDING, PRIMARY ARCHITECTURAL -OCCUPANCY: MERCANTILE ELEMENTS, AND TYPES OF STRUCTURAL, MECHANICAL, ELECTRICALAND PLUMBING SYSTEMS. (FPC TABLE 403.1) 5. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL THE WORK REQUIRED FOR - MIN FIXTURES REQ'D: REALIZATION OF THE SCOPE OR INTENT OF THE PROJECT, NOR THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. BASED ON THE GENERAL SCOPE DESCRIBED IN THESE DRAWINGS, THE CONTRACTOR WILL FURNISH AND INSTALL ALL THE ITEMS REQUIRED FOR THE PROPER EXECUTION OF THE INTENDED SCOPE OF THIS PROJECT. -FIXTURES PROVIDED: 6. THE ARCHITECT'S DECISION AS TO WHAT IS INCLUDED IN THE SCOPE AND WHAT IS NOT WILL BE FINAL AND BINDING FOR THE CONTRACTOR. 7. BY SUBMITTING A BID OR PRICE PROPOSAL, THE CONTRACTOR CONCEDES TO EXAMINING AND UNDERSTANDING ALL THE CONTRACT DOCUMENTS INCLUDING THESE DRAWINGS. 8. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO PERFORM THE WORK REQUIRED TO ACHIEVE THE FINISHED PROJECT IN A FIRST CLASS MANNER, COMPLYING WITH APPLICABLE TRADE STANDARDS AND GUIDELINES, LOCAL, STATE AND NATIONAL CODES, AND OBSERVING OSHA RULES. 9. THE COMMENCEMENT OF WORK AFFIRMS THAT THE CONTRACTOR IS FULLY INFORMED OF THE SCOPE OF WORK AND THE TIME, WORK, MATERIALS, EQUIPMENT, APPLIANCES AND SERVICES NECESSARY TO ACHIEVE THE SCOPE OF WORK. 10. THE CONTRACTOR MUST SUBMIT TO THE OWNER AND COPY TO THE ARCHITECT A CERTIFICATE OF INSURANCE WHICH NAMES THE FOLLOWING AS ADDITIONALLY INSURED FOR THIS PROJECT: A) OWNER; B) ARCHITECT; C) ZEPHYRHILL BUILDING DEPARTMENT, PASCO COUNTY; CODE SUMMARY CODE COMPLIANCE SUMMARY NOTES: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR SPECIAL KNOWLEDGE. 2. ALL INTERIOR LOAD AND NON -LOAD BEARING PARTITIONS SHALL BE 1 5/8"x 3 5/8" WITH 5/8" GYPSUM WALL BOARD ON EACH SIDE UNLESS NOTED OTHERWISE. 3. ALL INTERIOR FINISHES TO BE A MINIMUM OF CLASS 1 MATERIAL WITH FLAME SPREAD RATIO OF0TO25. GENERAL SUMMARY NOTES: 1. LIST OF CODES ACCEPTED BY THE JURISDICTION OF ZEPHYRHILL BUILDING DEPARTMENT, PASCO COUNTY A. FLORIDA BUILDING CODE 7TH EDITION (2020); B. 2017 NATIONAL ELECTRICAL CODE; C. FLORIDA BUILDING CODE 7TH EDITION (2020) ENERGY CONSERVATION; D. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020); E. FLORIDA BUILDING CODE 7TH EDITION (2020) MECHANICAL; F. FLORIDA BUILDING CODE 7TH EDITION (2020) PLUMBING. G. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. 3. NOTED DIMENSIONS PRECEDE SCALE, DRAWINGS ARE NOT TO BE SCALED. 4. INTERIOR DIMENSIONS ARE TO THE FACE OF FINISHED WALLS, UNLESS OTHERWISE NOTED. 5. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED IN COMPLIANCE WITH MANUF'S INSTRUCTIONS AND RECOMMENDATIONS. 6. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF ALL DEBRIS GENERATED BY THE WORK. CLEAN-UP IS REQUIRED ON A DAILY BASIS ON THE JOBSITE. DEBRIS IS TO BE DISPOSED OF LEGALLY. 7. A WRITTEN GUARANTEE OF ALL CONTRACTORS WORK SHALL BE PROVIDED. THIS GUARANTEE IS FOR DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. PROJECT SUMMARY JURISDICTION: ZEPHYRHILL BUILDING DEPARTMENT, PASCO COUNTY ADDRESS: 5230 6TH ST ZEPHYR HILLS, FL 33542 LAND AREA: 21,000 SF LEGAL DESCRIPTION: TOWN OF ZEPHYRHILLS PB 1 PG 54 LOTS 19 20 21 22 23 & 24 BLOCK 154 OR 1575 PG 1898 SCOPE OF WORK: ALTERATION WORK TO BE DONE IN ACCORDANCE TO THE WORK AREA COMPLIANCE METHOD PER FLORIDA BUILDING CODE - EXISTING BUILDINGS (7TH EDITION)(2020) SECTION 301.3.2 LEVEL 3 ALTERATIONS SCOPE OF WORK INCLUDES: COMPLETE INTERIOR IMPROVEMENTS, TO CONSIST OF NEW INTERIOR PARTITIONS, FINISHES AND MILLWORK; MODIFIED ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS; LIMITED MODIFICATIONS TO THE ENVELOPE. NO ADDED BUILDING AREA. - NEW EXTERIOR SIGNAGE UNDER SEPARATE PERMIT - SITE IMPROVEMENTS LIMITED TO REFURBISHMENT OF EXISTING LANDSCAPE. CONSTRUCTION TYPE: III-B (UN-SPRINKLERED) ZONING: FBC5 PIN: 11-26-21-0010-15400-0190 MERCANTILE GROUP M 7,046 SF 81 OCCUPANTS (FBC TABLE 1004.5) 7,046 SF 3,917 SF 630 SF 4,547 SF 81 PEOPLE 1 WC/ 500 OCC. 1 LAV/ 750 OCC. 1 DRINKING FOUNTAIN/ 1,000 OCC. 1 SERVICE SINK 3 WC 1 URINAL 3 LAV 4 DRINKING FOUNTAINS 1 SERVICE SINK 1 BREAK RM. SINK U) CO PROJECT DRAWINGS COVER COVER SHEET A001 GENERAL NOTES A002 WALL & FLOOR TYPES A003 DOOR TYPES A004 WINDOW TYPES A005 SCHEDULES A006 ADA GUIDELINES A007 GENERAL CONDITIONS A008 GENERAL CONDITIONS A009 GENERAL CONDITIONS D101 DEMO PLAN D102 DEMO PLAN A101 FLOOR PLAN A102 FLOOR PLAN A103 RCP A104 RCP A105 DRIVE THRU DEMO & RCP A106 FINISH PLAN A107 FINISH PLAN A108 POWER & DATA PLAN A109 POWER & DATA PLAN A200 ELEVATIONS A201 ELEVATIONS A410 INTERIOR ELEVATIONS A411 INTERIOR ELEVATIONS A412 INTERIOR ELEVATIONS A413 INTERIOR ELEVATIONS A500 MILLWORK DETAILS A501 MILLWORK DETAILS A502 MILLWORK DETAILS A503 MILLWORK DETAILS P101 PLUMBING PLAN P601 PLUMBING SCHEDULES & DETAILS M101 HVAC PLAN M601 HVAC SCHEDULES & DETAILS E001 ELECTRICAL NOTES E101 ELECTRIAL DEMO PLAN E102 1ST FLOOR LIGHTING PLAN E103 2ND FLOOR LIGHTING PLAN E104 POWER & SYSTEMS PLAN E601 RISER DIAGRAM & PANELS 6TH AVE Y I J IIL 3 W 0 = Ulf i Z W _ J O Z -) Il0 Y U - o z a Ui X W V 8 W o OD EXISTING ONE TORY BUILDING 2093 US HIGHWAY 92 AUBURNDALE, FL 33823 EXIT L 7 ADD ALTERNATE FOR PRICING: - RESEAL ALL ASPHALT COMPLETE; - RE STRIPE PARKING LOT COMPLETE (TME); - PRESSURE WASH AND CLEAN ALL CONCRETE; - REPORT TO OWNER ANY ASPHALT/ CONC. REPAIRS REQUIRED. SITE PLAN SCALE: 1/32" = 1'-0" ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS REVIEW DATE /)�- CITY OF ZEPHYRHILLS FIRE AND LIFE SAFETY EXAMINE ALL WORK SHALL COMPLY W ODE REVAILiNG CODES ALOR CTRIC BUILDING OD NATION nF ZE.PHYRHIL—, AND THE CITY ORDINANCES � w�ri- �; III>��Rc l ►� ., S I JSn-- C o.W; U I�--0 /� CCi f/Zi� �iL L-'/ REVIEW DATE: z CITY OF ZEPHYRHILLS BUILDING OFFICIAL_��,} f PROJECT NORTH NORTH 0 6 J m Q J LL ►M, a.T bZ3a �-I-- CPO O ^` 8 00 / cp > N V O N `T c . V W W m w W U) O _0Z w :S'c6' Ww � V � aZo (D � � N d- Ln C'M M J LL U) J F- J CO = Z Cn > ~ CO o0 QLoN CLlI_ W IL Cn Q O Jurisdiction Stamp E ar 0 0 Z N U C c m CL N m m Y 0 0 m t m E v 0 d 0 a a d o c O r U L j 2 q n U � � m Y U � � o Q `o c 01 m C U C 0 -, 0 o CL In C Qo m ` 0 0 .o E « a L N c_ U C •'J N � � O -0 - a) 0 0 at c .c a = E x �a la r- c 0 U 0 0 c c o � - 3 0 0 o N v, w 0 c o O rn c m of u N m M CL in E y Y w c 0 O 09 c E a E c 0 c y N o m � O U O = Cn 0 a m ccc o Z O U 3 C0 O d v 0 2 a :Q 0 $ m Q' L n0 0 C c 3� 0 $ U m b (D v, o � inU � m N n _m E y n °U= v E cQ 0 @ � @� O U d U C 3 m c �0 L a) O c 'c c m 0 09 d E o 0 pC - U � y c m m 3 � Z o o _C_ _ 3 y� y C Y .0 = 9n 0 C UQ U L � m � c = .m co w mL L N N � O C> 0 n EL a) a� 55 O Z y U y Q o 0 U O o = Z � Q c a F- O ai 0 � LIFE SAFETY NOTES: SUMMARY ANALYSIS OF 2020 FLORIDA BUILDING CODE: EXISTING OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M PROPOSED OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M TENANT AREA: 7,046 SF TOTAL OCCUPANT LOAD: 81 OCCUPANTS (FBC TABLE 1004.5) EGRESS WIDTH REQUIRED: 0.2" PER OCCUPANT (X81 PEOPLE) (UN-SPRINKLERED BUILDING) 16.2" TOTAL EGRESS WIDTH PROVIDED: (2) EXIT AT 34" CLEAR 68" TOTAL EGRESS WIDTH PROVIDED" "NO LOCK OR SPECIAL KNOWLEDGE SHALL BE REQUIRED TO OPEN ANY EGRESS DOOR FROM THE EGRESS SIDE." MAX. ALLOWABLE TRAVEL DISTANCE: 200'-0" (M-OCCUPANCY, UNSPRINKLERED BUILDING) MAX. COMMON PATH OF TRAVEL: 751-011 ACTUAL MAX. TRAVEL DISTANCE: 701-411 TYPE OF CONSTRUCTION: CONSTRUCTION TYPE: III-B (UN-SPRINKLERED) MAX AREA M OCCUPANCY: 1 STORY / 9,000 SF PER STORY FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENT (FBC TABLE 601) PRIMARY STRUCTURAL FRAME 0 INTERIOR BEARING WALLS 0 EXTERIOR BEARING WALLS 0 INTERIOR NON -BEARING WALLS 0 EXTERIOR NON -BEARING WALLS 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 FINISHES ALL INTERIOR FINISHES TO COMPLY WITH FFPC 101 7TH EDITION 10.2.2. AND CHAPTER 10 FOR MERCANTILE OCCUPANCY PROJECT AREAS: - GROSS TENANT AREA: 7,046 SF - AREA OF WORK: -1ST FLOOR: 3,917 SF -2ND FLOOR: 630 SF - TOTAL PROJECT AREA: 4,547 SF NOTES: 1. FROM TABLE 1017.2, SPACES WITH MULTIPLE EXITS IN "MI' MERCANTILE UN -SPRINKLED HAVE MAXIMUM OF 200'-0" TRAVEL DISTANCE. KEYED LIFE SAFETY NOTES: J FEC - POTTER ROEMER 7000 SERIES RECESSED ALTA FIRE EXTINGUISHER CABINET. O FE - BRACKET MOUNTED FIRE EXTINGUISHER O TACTILE EXIT SIGN TO COMPLY WITH SEC 1013.4. EXIT WIDTH: 34" > OCCUPANT LOAD (81) X 0.2" 34" > 16.2" LIFE SAFETY PLAN: 1st Floor SCALE:1/8" = V-0" - MOST REMOTE POINT FOR "FRONT OF HOUSE" OCCUPANCY. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I FFI I CL. 116 ft � ;1,97R 119_) del I 1 uP &E�79N s r �' �,+�,a:` I m� I 101 CORRI r- 9 s ft q I �AVEL DIk µ x,! "d .fir , r w yrF I dF i ✓r 70'-4 135s �il1 Ln mA I N I I, I ' y FAULT I I 10 194 � sNaqt ,- IF m. MEC I 108 I 02 q yN P I I L- - - - - - - - - - - - - - - - - - - - EXIT WIDTH: 34" > OCCUPANT LOAD (81) X 0.2" 34" > 16.2" I MOST REMOTE POINT FOR "BACK OF HOUSE" OCCUPANCY. EXIT WIDTH: 34" > OCCUPANT LOAD (81) X 0.2" 34" > 16.2" PROJECT NORTH DRAWING NOTES: 7. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. 15. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT, IN WRITING AND WILL BE CONSIDERS ONLY IF BETTER SERVICE FACILITIES, A MORE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE FACE OF FINISH OR CENTERLINE OF GRIDS. APPROVAL PRIOR TO INSTALLATION. OWNER / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILLTHE ARCHITECT BE REQUIRED TO 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, UNLESS OTHERWISE B. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM GRADE" WOODWORKING PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT EQUAL NOTED. STANDARDS UNLESS OTHERWISE NOTED. QUALITY TO THE PRODUCT SPECIFIED. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED 9. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO 16. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS -- FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER FABRICATION. SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM SMALLER SCALE DRAWINGS. THE ARCHITECT. 10. PROVIDE AND INSTALLALL NECESSARY WALL BACKING, STIFFENERS, BRACING, 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY BACK-UP PLATES AND / OR SUPPORTING BRACKETS AS REQUIRED FOR THE 17. UNLESS OTHERWISE NOTES IN THE CONTRACT DOCUMENTS. THE CONTRACTOR LOCATE FINISHES IN THE SAME PLANE. INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. SHALL SUBMIT THREE (3) SETS OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS UNLESS NOTED OTHERWISE. 11. PROVIDE AND INSTALLALL NECESSARY ELECTRICAL CONNECTIONS AND AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF SHOP DRAWINGS. PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH 18. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR THROUGHOUT, UNLESS NOTED OTHERWISE. ARCHITECT'S APPROVAL. DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS THEY HAVE, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS INTERIOR / EXTERIOR NOTES: 12. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT AND AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE THEM (GENERAL 1. WHERE ELECTRICAL, MECHANICAL, AND/ OR PLUMBING ITEMS, SUCH AS LIGHTS, OR MECHANICAL ENGINEER PRIOR TO INSTALLATION. CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, DRAWINGS. SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS 13. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVED FINISHES AS NOTED REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF STRUCTURAL, ABBREVIATIONS: AFF Above finish floor MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY 14. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND ACOUST Acoustical WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO ACT Acoustical tile ATTENTION FOR CLARIFICATION. RECEIVE PAINT OR WALL COVERING MATERIAL. ADJ Adjustable A/C Air conditioning 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND 15. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, STAIRS, AND ALT ALUM Alternate Aluminum LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, UNLESS AB Anchor bolt TO PROVIDE ACCESS TO MECHANICAL, PLUMBING & ELECTRICAL WORK. NOTED OTHERWISE. ARCH Architect(ural) CONTRACTOR SHALL SUBMIT A PLAN OFF ALL PROPOSED ACCESS PANEL AD BSMT Area drain Basement LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. CEILING NOTES: BM Beam 1. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES. ETC., AND NOTIFY ARCHITECT B.M. Bench mark 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. BTWN Between RATING IN ACCORDANCE WITH SECTION 714 OF FBCB. BIT BLK Bituminous Block 2. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE BLKNG Blocking 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. BD Board CEILING AS NEEDED TO REFURBISH THE SPACE AND REPAIR ALL DAMAGES CAUSED BOT Bottom BY CONTRACTOR. POWER & DATA NOTES: B/ B Bottom of Building 1. COORDINATE TELEPHONE/ DATA INSTALLATION WITH APPROPRIATE SUB- BUURR Built-up roofing 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE CONTRACTOR. CAB Cabinet AND MUNICIPAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND CPT Carpet SMOKE DENSITY RATINGS FOR FINISH MATERIALS. 2. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE Cl CB Cast iron Catch basin ELECTRICAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET CLG Ceiling 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. CT Ceramic tile BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE CIRC Circumference GRAPHIC SYMBOLS DEPLETING COMPOUNDS. 2. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP RECEPTACLES OUTLETS TO BE COL Column CENTERED AT +12" A.F.F. HORIZONTAL, U.N.O., ALL LOCATIONS TO BE VERIFIED BY C CMU Concrete Concrete masonry unit O EXISTING GRID LINE 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100%ASBESTOS-FREE. ARCHITECT AND CLIENT BEFORE INSTALLATION CONST Construction CONT Continuous or continue 8. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND 3. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED CO CONTR Carbon monoxide Contractor Oi NEW GRID LINE SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN NO MORE THAN 2" APART. COOOD Coordinate CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND CJ Control joint REGULATIONS OF THE STATE/MUNICIPAL DEPARTMENT OF HEALTH. 4. ALL NEW LIGHT SWITCHES TO BE CENTERED AT +36" A.F.F., U.N.O., ALL LOCATIONS CS Countersink A.1 WALL TAG TO BE VERIFIED BY ARCHITECT AND CLIENT BEFORE INSTALLATION CSL Clear sealer DTL 9. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE DAM D atmeter S.1 SCREEN TYPE SITE. THE CONTRACTOR SHALL INFORM THE OWNER REPRESENTATIVE OF THE 5. WHEN LIGHT SWITCHES ARE GROUPED TOGETHER, GANG LIGHT SWITCHES DIM Dimension LOCATION OF DISPOSAL SITES. TOGETHER TO A MAXIUM OF 3 SWITCHES IN ONE GANG. MORE THAN 3 SWITCHES AT DR Door ANY ONE LOCATION TO BE APPROVED BY ARCHITECT. hung F 1 FINISH TYPE 10. CONTRACTORS SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE DH DS Down Downspout JOB AFTER PROJECT COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, 6. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINETWORK, DWG Drawing BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. DF Drinking fountain BUILDING SECTION PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND E ELEC East Electrical) CORRIDOR CARPETS. 7. CUT-OUTS FOR SWITCHES, OUTLETS, ETC, AS REQUIRED BY THE CABINET EWC Electric water cooler CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, EL Elevation WALL SECTION 11. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEV Elevator PER STATE AND LOCAL CODES. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. EMER EQ Emergency Equal EXTERIOR ELEVATION EXH Exhaust 12. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING 8. ALL WALL COVER PLATES SHALL BE WHITE, MATCH TYPICAL WALL CUT-OUTS FOR EXIST Existing WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE AND SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET. EXP Exposed: INTERIOR ELEVATIONS MUNICIPAL REQUIREMENTS. EXPEN EXT Expansion Exterior 9. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING FIN Finished) 13. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN STANDARD COLOR COVER PLATE. FACP Fire alarm control panel DETAIL DRAWING TAG AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO AIR FE Fire extinguisher DISTRIBUTION SYSTEMS. DOOR NOTES: FEC Fire extinguisher cabinet 1. ALL DOORS AND DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF ALL FHS FR Fire hose station Fire -rated e DETAIL TAG 14. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE GOVERNING CODES & STANDARDS. ALL HARDWARE TO BE LEVER TYPE. NOTIFT THE FLR Floor(ing) DONE IN ACCORDANCE WITH STATE AND MUNICIPAL CODES. ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. FD Floor drain DETAIL REVERSED e FTNG Footing SCOPE: 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. F FUURR Foundation Furred (ing) 1. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE FWC Fabric wall covering e DETAIL SIMILAR OWNER. THE TERMS "GENERAL CONTRACTOR", "CONTRACTOR", OR 3. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE GA Gage. Gauge "SUBCONTRACTOR" REFER TO THOSE ENGAGED BY THE OWNER TO PERFORM THE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE GALV GC Galvanized General contract(or) oh s' WORK FOR THE OWNER. THE OWNER IS NOT RELIEVED FROM THE RESPONSIBILITY (LEVER OR PUSH TYPE). VERIFY CONDITION AT EXISTING DOORS. GJ Grout Joint ELEVATION MARKER FOR THE PERFORMANCE OF SUCH CONTRACTORS. GL Glass. Glazing 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE REQUIREMENTS GWB Gypsum wall board se.zs' 2. ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED OF THE STATE AND LOCAL BUILDING CODES. HB H Herringbone pattern Hardwood ELEVATION DATUM WILL BE PREFORMED BY THE GENERAL CONTRACTOR, THEIR AGENTS, HTG Heating SUBCONTRACTORS, AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & HVAC Heating, venting, air cond. ROOM NAME PROJECT FOR THE OWNER. WORK SHOWN IN THESE NOTES IS TO BE PERFORMED BY STANDARDS. HT Height THE GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENT AND, OR SUPPLIERS HM HP Hollow metal High point ONLY, WHETHER OR NOT THE WORK IS DELINEATED PROPERLY. 6. ALL HARDWARE TO BE LEVER -TYPE PER LOCAL AND STATE CODES AND CEILING 12,�„ INTERIOR CEILING HEIGHT STANDARDS. HRR Horizontal 3. THE WORK CONTAINED IN THESE CONTRACT DOCUMENTS AND, OR ID Inside diameter �5 SPECIFICATIONS IS TO BE PERFORMED BY THE GENERAL CONTRACTOR AND, OR ITS 7. OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 38" ABOVE FINISH IN INSUL Inch +� EXISTING ELEVATION SUBCONTRACTORS WHETHER OR NOT SPECIFICALLY NOTED OTHERWISE. FLOOR IN ACCORDANCE WITH SECTION 1010.1.9.2 OF FBCB AND SECTION 404.2.7 OF INT Interior interior FBCA AS APPLICABLE. INV Invert 1o3.2s 4. FOR CLARIFICATION PURPOSES, TENANT, CLIENT AND OWNER ARE THE SAME JT Joint + NEW ELEVATION PARTY, LANDLORD IS THE PARTY LEASING THE SPACE TO THE TENANT, AND THE 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. LAM LLP Laminate(d) Length. Long GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, Low point FIN. FL. FINISH FLOOR HEIGHT WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS 9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. LT Light 10375' SPECIFICALLY NOTED OTHERWISE. MDF Medium density fiberboard 10. CONTRACTORS IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME MH MFR Manhole Manufacter(ure) D1 DOOR 5. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS THROAT THICKNESS' FOR EACH LOCATION. MAS Masonry LABEL REVIEW THESE NOTE PRIOR TO BIDDING AND TO FAMILIARIZE ALL PERSONS AND MO Masonry opening SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND 11. ALL DOOR FRAMES TO BE FACTORY FINISHED. MATL Materia (s) F 101 THE CONTRACT DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA AND THE MAX MECH Maximum Mechanical ROOM NUMBER EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY 12. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. MTL Metal DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN MIN Minimum 99 CRITERIA INFORMATION US TO BE REPORTED TO TENANT'S ARCHITECT PRIOR TO 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT MISC Miscellaneous REVISION NUMBER THE START OF ANY WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXCEED 1/4" ABOVE FINISH FLOOR SURFACE OR THRESHOLD. MULL NA Mullion Not applicable FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE NRC National Research Council SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN TO THE 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOM Nominal REVISION CLOUD SPECIFICATIONS THROUGHOUT THE SPAN OF THE PROJECT BY THIS GENERAL NOT TO REFINISH TO " AS NEW" CONDITION. N North CONTRACTOR, SUPERVISORS AND SUBCONTRACTORS, AS THE STANDARD NIC NTS Not In contract Not to scale ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK. CHECK FINISH NOTES: OC On center(s) WORK POINT "RESPONSIBILITY SCHEDULE" FOR ALLOCATION OF WORK SPECIFIED. ALL WORK IS 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. OPNG Opening BY THE OWNER UNLESS NOTED. WORK DECLARED UNACCEPTABLE BY THE TENANT OPP Opposite DEMOLITION AND OWNER SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS 2. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE OD OH Outside diameter Overhead - - - ACCEPTABLE BY THE TENANT AND OWNER. WITH STATE AND LOCAL CODES. CHID Overhead door PNT Painted) EXISTING TO REMAIN 6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT PART BD Partical board CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AT BUILDING SITE AND CONDITION. PLSTR PLUM Plaster Plastic laminate PREMISES AND NOTIFY IN WRITING IMMEDIATELY TO THE OWNER, THE OWNER'S PLUMB Plumbing FLUORESCENT FIXTURE ARCHITECT AND THE OWNER'S CONSTRUCTION REPRESENTATIVE ANY AND ALL 4. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: PWD Plywood DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED PRIOR TO STARTING PT Point WORK. ANY WORK REQUIRED, DUE TO FAILURE OF THE BIDDING CONTRACTOR TO A. THREE (3) 12"xl2" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES AND PVC PFIN Polyvinyl chloride �{ REPORT DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWING AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO QT Quarry rile QuarPrefry DOWN LIGHT SPECIFICATIONS PROVIDED BY THE OWNER, SHALL BE PERFORMED AND PAID FOR BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR RAD Radius BY THE GENERAL CONTRACTOR THAT IS AWARDED THIS PROJECT. APPLICATION. RB Running bond -� REC Recommended STRIP LIGHTING FINISHES: B. ONE (1) 24"x24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND REFRIG REF Refrigerator Refinish 11 1. FLOOR PREP: INSTALL MIN 5/16" DUROCK UNDERLAYMENT ON TOP OF WOOD VINYL FINISHES AND COLOR. REQ'D Required EMERGENCY CIRCUIT SUBSTRATE IN BATHROOMS, DUROCK TO BE GLUED AND SCREWED; INSTALL NEW RA Return air PLYWOOD OR DUROCK IN KITCHEN TO PROVIDE EVEN SURFACE FOR NEW TILE C. THREE (3) 12"xl2" SAMPLES OF ALL FLOOR COVERING. ROW Right of way INSTALLATION. RD Roofrdrain SINGLE POLE SWITCH D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR AND QUALTIY RM Room 2. HARDWOOD: PATCH, SAND AND REFINISH EXISTING HARDWOOD FLOORING. MIN. 1 CONTROL. RO Rough opening COAT SEALER AND 2 COATS LOW VOC, NON TOXIC, SATIN FINISH, POLYURETHANE SAB SECT Sound Attenuation Blanket Section SINGLE POLE TYPE FINISH;. 5. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT SHT Sheet SWITCH 3-WAY 3 BEFORE PLACING FULL ORDERS. SIM Similar { 3. FLOOR PREP: INSTALL MIN 5/16" DUROCK UNDERLAYMENT ON TOP OF WOOD Sc Solid core (I I) DUPLEX RECEPTACLE SUBSTRATE IN BATHROOMS, DUROCK TO BE GLUED AND SCREWED; INSTALL NEW 6. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TO STC STN Sound transmission class Stone I t (SWITCHED) PLYWOOD OR DUROCK IN KITCHEN TO PROVIDE EVEN SURFACE FOR NEW TILE CARPET ORDER. S South INSTALLATION. SPRK Sprinkler QUAD RECEPTACLE 7. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. SO Square (SWITCHED) 4. CERAMIC WALL TILES: INSTALL NEW CERAMIC WALL TILE IN BATHROOM; 7' HIGH IN SQ FT SS IN Square feet Square inch TUB ENCLOSURE. TILE TO BE GROUTED AND SEALED, TILE CAULKED TO TUB WITH 8. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER SS Stainless steel SILICONE CAULK, NOT GROUTED, ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, UNLESS OTHERWISE NOTED. STD Standard TELEPHONE CONNECTION Ll STL Steel EQUIPMENT: 9. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF STOR STRUCT Storage Structure(al) 1. PROVIDE AND INSTALL NEW REFRIGERATOR, STOVE, OTR MICROWAVE AND OVERLAPPING. SYM Symmetry(ical) DATA CONNECTION DISHWASHER FOR EACH UNIT. PROVIDE WASHER AND DRYER FOR OWNERS UNIT. TEL Telephone APPLIANCES TO BE ENERGY STAR RATED. 10. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE TV Television PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. TC Terra cotta THERMOSTAT THK Thick(ness) 2. APPLIANCE SPECIFICATION BY OWNER. THE To Match Existing 11. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, T&G Tongue and groove FLOOR PLAN NOTES: MATERIALS, AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK T Tread WALL MOUNTED SC 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION SHOWN, DESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT TYP Topical LIFE SAFETY LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. LINO Unless otherwise noted UL Underwriters Laboratory SC CEILING MOUNTED 2. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS 12. INSTALLALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT UR Urinal LIFE SAFETY OTHERWISE INDICATED. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED VB VERT Vapor barrier Vertical OTHERWISE. VIF Verify in field EXIT SIGN 3. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 6" V Vinyl OF ADJACENT PERPENDICULAR PARTITION. 13. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, VFB Vinyl base OJ JUNCTION BOX WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT VT Vinyl tile 4. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OR SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. VCR VNR Vinyl composite rile Veneer WHERE TILE IS USED. VWC Vinyl wall covering pp POWER POLE 14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY W/O Without 5. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH STATE AND MUNICIPAL SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WC WD Water closet Wood CODES. WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE WDW Window CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF WI Wrought iron SPRINKLER 6. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED, SEE PLUMBING MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. WH Water heater DRAWINGS. WP WP Work point Waterproof(ing) WR Water resistant FD FLOOR DRAIN client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmall.com 239-242-7367 drawing releases 02 15 APR. 2022 ISSUED FOR PERMIT 01 13 APR. 2022 ISSUED FOR CLIENT REVIEW issue date Issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., Chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the Stale and Local Building Codes and Ordinances. rofFL!? R�Oq ��• AR10138y •`(V ERE _ Project MUV - EPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title GENERAL NOTES Drawing No. A00 1 Issued For Job No. 22013.0 Date Permit 04-15-2022 Jurisdiction Stainp L 0 w 0 0 c T n O N ao N U L L U N N 01 O C U a U to 7 C O 0 a N 0 N d 3 c dM L c c'S 3 0 N j 5 O U .„ �r oQ M � o a� N y U C a `o y N N C � 0 y t EE O O V U YN a m— h � E N o c� is m� o E m E m o c 7Ui O M U m o .� � 3 C to O U N � t5 7 O t ao Y `- `o c 3-.0 0 U N O N 0 N U c c m a E E U L CQ m o U � � o U C �C -C O U a� T0) -a m aD 0 0 f0 Y 3 � �C c�cv� C c C p U L) tai .ti U L O U t � VAULT CEILING ASSEMBLY: - STEEL JOIST FRAMING AS NECESSARY BY GC, 16 MSG, 16" O/C; - SECURITY MESH W/ PROPRIETARY CLIPS TO JOISTS (SPEC BY TENANT), 16" O/C; - 3/4" T&G PLYWOOD; - 5/8' TYPE X GWB, FIRE -TAPED. NOTE: - FINAL HEIGHT TO BE SET BY OWNER. - SECURITY MESH TO BE LAPPED AND WIRE -TIED TO MESH IN WALL W/ #18 SWIG STEEL TIE WIRE, 16" O/C. - OWNER TO APPROVE LAYOUT OF SECURITY MESH PANELS. - VAULT WALL PARTITION SECURITY RATING TO BE SUBJECT TO REQUIRED SPECIFICATIONS OF EACH JURISDICTION. OWNER TO VERIFY REQUIREMENTS AND APPROVE ASSEMBLY. f CEILING TYPE 3: Vault Ceiling SCALE:3/4" = V-0" VAULT WALL: - 5/8" TYPE X GWB, FIRE -TAPED; - 2"x6" GALV. METAL STUDS, 16 MSG 16" O/C; - IN 2"x6" GALV. METAL TRACK (FLR & CLG); - 51/2" MINERAL WOOL SOUND ATT. BATTING; - 9 GAUGE EXPANDED METAL LATH; 0 112" PLYWOOD - 5/8" TYPE X GWB, FIRE -TAPED. NOTES: - FROM CONC. SLAB TO US DECK. - SET BOT. TRACK IN BUTYL SEALANT. - TENANT TO DETERMINE HEIGHT OF METAL LATH PAST CEILING HEIGHT. [� - TENANT TO APPROVE LAYOUT OF METAL LATH PANELS. - VAULT WALL PARTITION SECURITY RATING TO BE U SUBJECT TO REQUIRED SPECIFICATIONS OF EACH JURISDICTION. TENANT TO VERIFY REQUIREMENTS AND APPROVE ASSEMBLY. - NOMINAL STUD SIZES GIVEN, ACTUAL DIMENSIONS PER LOCAL AVAILABILITY. W3 WALL TYPE 3: Vault Wall A002 SCALE:3/4" = V-0" W2 A002 SUSPENDED DRYWALL CEILING ASSEMBLY: - EX ROOF ASSEMBLY; - LIGHT GAUGE METAL HANGERS; - 2"X2" LIGHT GAUGE FRAMING, 20 MSG 16" O/C; - 2"X2" LIGHT GAUGE FRAMING, 20 MSG 16" O/C (OPPOSITE DIRECTION); - 5/8' TYPE X GWB, FIRE -TAPED. - PROVIDE 6" MINERAL WOOL SOUND ATT. INSUL. ABOVE ALL OFFICES, RESTROOMS, CONSULT. ROOMS, AND VAULTS. REFER TO SHEET NOTES. CEILING TYPE 2: Suspended Drywall Ceiling SCALE:3/4" = V-0" 00 CV', 2"x 6" STUD PLUMBING PARTITION: - 5/8" TYPE X GWB, FIRE -TAPED; C} - 2"X6" GALV. METAL STUDS, 20 MSG 16" O/C; - IN 2"X6" GALV. METAL TRACK (FLR & TOP); - 51/2" MINERAL WOOL SOUND ATT. BATTING; - 5/8" TYPE X GWB, FIRE -TAPED. NOTES: - FROM CONC. SLAB TO MIN. 12" ABOVE ACT. - - BRACE TO STEEL JOISTS ABOVE AS NECESSARY. - NOMINAL STUD SIZES GIVEN, ACTUAL DIMENSIONS PER LOCAL AVAILABILITY. WALL TYPE 2: Plumbing Partition Wall SCALE:3/4" = 1'-0" 35/ R' . - (2) NO. 10 WOOD SCREWS TO BOTTOM EACH EACH WOOD 35/g, TRUSS; PROVIDE (1) AT EACH SIDE OF �EACH STUD, TYP. (4) NO. 10 TEK SCREW AT EACH STUD FLANGE TO TO FLANGE ALL STUDS TO BE MINIMUM OF 25 GA. STUDS SHALL BE SPACED AT 2'-0" O.C.. PROVIDE VERTICAL SUPPORT AT 5'-0" MAX. DETAIL: Sofit Framing SCALE: 11/2"= V-0" TYPICAL DROP CEILING: NO. 10 TEK SCREW AT EACH STUD FLANGE TO TRACK, EACH SIDE OF METAL STUD, TYP. (4) NO. 10 TEK SCREW AT EACH STUD FLANGE TO TO FLANGE - EX ROOF ASSEMBLY; - LIGHT GAUGE METAL HANGERS; - 6" MINERAL WOOL SOUND ATT. BATT INSULATION: - T-BAR DROP CEILING W/ ACCOUSTIC CEILING TILES. - PROVIDE 6" MINERAL WOOL SOUND ATT. INSUL. ABOVE ALL OFFICES, RESTROOMS, CONSULT. ROOMS, AND VAULTS. REFER TO SHEET NOTES. CEILING TYPE 1: Typical Drop Ceiling SCALE:3/4" = V-0" NTERIOR PARTITION WALL: 5/8 TYPE X GWB, FIRE -TAPED; 11/2"x 35/8' GALV. METAL STUDS, 20 MSG 16" O/C; 11/2"x 35/8' GALV. METAL TRACK (FLR & TOP); 31/2" MINERAL WOOL SOUND ATT. BATTING; 5/8" TYPE X GWB, FIRE -TAPED. N1 a OPTION: - 5/B" TYPE X GWB, FIRE -TAPED; 11/2"x 35/8" GALV. METAL STUDS, 20 MSG 16" O/C; 11/2"x 35/8" GALV. METAL TRACK (FLR & TOP); 31/2" MINERAL WOOL SOUND ATT. BATTING; GWB ONLY ON ONE SIDE VOTES: FROM CONC. SLAB TO MIN. 12" ABOVE ACT. BRACE TO STEEL JOISTS ABOVE AS NECESSARY. -ACTUAL STUD DIMENSIONS PER LOCAL AVAILABILITY. WALL TYPE 1: Typical Interior Partition Wall SCALE:3/4" = V-0" WALL, FLOOR, AND CEILING TYPE NOTES: 1. TENANT IS RESPONSIBLE FOR VERIFYING JURISDICTION SECURITY REQUIREMENTS FOR VAULT WALL, CEILING, AND FLOOR ENCLOSURE. 2. VAULT WALL TYPE, VAULT CEILING ASSEMBLY, AND VAULT FLOOR ASSEMBLY BY ARCHITECT IS FOR PLANNING PURPOSES ONLY. TENANT IS RESPONSIBLE FOR APPROVING FINAL ASSEMBLY SPECIFICATION AND APPROVING SECURITY ASSEMBLY LAYOUT. 3. DRAWINGS HEREIN BY ARCHITECT REFER TO SECURITY MESH ASSEMBLY FOR PRICING PURPOSES ONLY. 4. SHOP DRAWING SUBMITTAL REQUIRED FOR ALL ASSEMBLIES, DOORS, ETC FOR VAULT. SHOP DRAWINGS TO BE APPROVED BY TENANT AND ARCHITECT. 5. PROVIDE 6" MINERAL WOOL SOUND ATT. INSULATION ON TOP OF CEILING TILE ABOVE CONSULT ROOM, RESTROOMS, OFFICE, SURVEILLANCE, VAULT, AND ANY OTHER TENANT - DIRECTED SPACES. THESE SPACES ALSO REQUIRE WALLS TO THE UNDERSIDE OF DECK. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@aitmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 hjewift@comr-ast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. y SON . • ,STERED Q'�G Project MUV - EPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title WALL & FLOOR TYPES Drawing No. A002 Issued For Job No. 22013.0 Date Permit 04-15-2022 11 11 I = !F I - - I I I I 1'I F.. P•�_-L IELL#-111.1'. 1. 1 , ei -1. _ t l_.'I I , _1._ 1 _j_ 11 I I' l I P d - I In 11 -1-11-L_A_iU'_ _ IM, .1 11— i 1 11, , , I I e 1. 1.1 — •+ Junsdicllon Stamp M if•f, E v t v 0 (A N _O r0 m to v U v c - - a v - - rn - > M O _ NT-1 NT- SC WOOD DOOR. o - - HM FRAME. r - 1X6 PAINTED WOOD s TRIM, TERMINATING 0 .0 AT DOOR FRAME IN E FRONT OF FRONT OF HOUSE - - HOUSE SPACES, TYP. ca N - I X 1/8 VINYL WALL NT- 1 x 6 (NOM.) PAINTED 5/8" DRYWALL, TYP. ° NL- - 4 _ _ BASE. SOLID WOOD WALL BASE. BACK OF DOOR TYPES CL HOUSE a 2 c a O ° ° TYPICAL STL. STUD N a / FRAME WALL. co Ov 2 N U) ° ° 4" TOELESS VINYL BASE TYPICAL INTERIOR DOOR: U a ° 4 ° / SOLID CORE WOOD DOOR; a a TERMINATING AT DOOR HOLLOW STEEL FRAME; O t U FRAME IN BACK OF - FLAT SLAB; / HOUSE SPACES, TYP. a FOR PAINT SQUARE 4" HINGES; 0 1/2" UNDERCUT MAX. c D1 U -ACCESSORIES MAY VARY, 4 DETAIL: Typical Back of House Wall Base (WB-2) 3 DETAIL: Typical Front of House Wall Base (WB-1) 2 DETAIL: Typical Door Frame w - -� `., SEE HARDWARE SCHEDULE 0 0 0 A003 SCALE:1 1/2"= V-0" A003 SCALE:1 1/2"= V-0" A003 SCALE: 11/2"= 1'4- rn w 3 oZ = CL d 6 c a t C ... N y SEE_ 3 X a SCHEDULE 'I U O N N d C L O O 2 d O Q ° $ INTERIOR GLASS DOOR: TEMPERED GLASS LITE; m v ° SURFACE -MOUNTED CLOSER; o c °c MATTE BLACK ANODIZED ALUMINUM ' TO MATCH STOREFRONT, PROVIDE O /; SHOP DRAWINGS FOR ENTIRE w y STOREFRONT SYSTEM; 3 -0 o J o 8- o e DOOR SCHEDULE o NO THRESHOLD OLD AT INTERIOR o m w STOREFRONT. 4 v D y DOOR ROOM DOOR ROOM NAME WIDTH DOOR FRAME JAMB SILL HARDWARE HEIGHT THICKNESS FINISH ACCESSORIES REMARKS = U LS- c n NUMBER NUMBER TYPE MATERIAL MATERIAL DETAIL DETAIL SET D2 rn -ACCESSORIES MAY VARY, SEE E E r 1ST FLOOR w HARDWARE SCHEDULE rn Y 1011 101 RECEPTION D4 3'.0" 8'-0" 1 3/4" ALU / GLS ALU ALU-1 01 PROVIDE CLOSER & DOOR STOP & SB. TEMPERED GLASS. PRIVACY FILM ON GLASS n wvi m c 1012 101 RECEPTION D2 3'-0" 8'-10.1 1 3/4" ALU / GLS ALU ALU-1 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. 02 TEMPERED GLASS. o ❑ P E n PROVIDE CLOSER, DOOR STOP, & SB. MZ T w w c O 1013 101 RECEPTION D2 T-011 8'-101, 1 3/4" ALU / GLS ALU ALU-1 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. 02 TEMPERED GLASS. a m PROVIDE CLOSER, DOOR STOP, & SB. ° o 5 E 1021 102 EX. ELECT. D1 3'-0" 8'-0" 1 3/4" SC WOOD HM PNT-3 21AO03 04 PROVIDE CLOSER, & DOOR STOP. DOOR LOCATION TO REMAIN, MODIFY FRAMING AS NECESSARY FOR NEW DOOR HEIGHT, - SEE SCHEDULE E -vo 8 1031 103 SALES D3 T-0" 8'-0" 1 3/4" SC WOOD HM PNT-3 2/A003 08 PROVIDE CLOSER & DOOR STOP. c � v N' c u O 1061 106 DRIVE THRU D1 T-0" 8'-0" 1 3/4" SC WOOD HM PNT-3 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. 2/A003 07 ,° o to 5 PROVIDE CLOSER, DOOR STOP, & SB. m 1071 107 STAIR 2 EX 3'-0" T-0" 1 3/4" HM HM PNT-3 03 PROVIDE CLOSER, DOOR STOP, & SB IF NONE PRESENT. DOOR IS EXISITNG TO REMAIN, VIF SIZE. INTERIOR WOOD DOOR W/ GLASS LITE:_ of a TEMPERED GLASS; L ° 0 1081 108 EX. MECH. D1 S-0" T-0" 1 3/4" SC WOOD HM PNT-3 2/A003 08 PROVIDE CLOSER, DOOR STOP. REUSE EX OPENING, VIF SIZE. SURFACE -MOUNTED CLOSER; o 3 SOLID WOOD, FOR PAINT; c c In 1091 109 EX. VAULT D1 T-0" 8.4. 1 3/4" SC WOOD HM PNT-3 2/A003 07 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. 4" HOLLOW METAL FRAME; PROVIDE CLOSER, DOOR STOP, & SB. 1/2" UNDERCUT MAX; a) t S.S. KICK PLATE. 1101 110 WORK RM. D4 T-0" 8'4" 1 3/4" ALU / GLS ALU ALU-1 01 PROVIDE CLOSER & DOOR STOP & SB. TEMPERED GLASS. PRIVACY FILM ON GLASS w a 5 Q v v 1102 110 WORK RM. D1 T-0" 8'-0" 1 3/4" SC WOOD HM PNT-3 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. 2/A003 07 w w o -ACCESSORIES MAY VARY, SEE HARDWARE SCHEDULE PROVIDE CLOSER, DOOR STOP, & SB. D3 n = FM-1 0 c 1111 111 SERVER D1 T-0" 8'-01. 1 3/4" SC WOOD HM PNT-3 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. 2/A003 07 U - v O 0 PROVIDE CLOSER, &DOOR STOP. 3 c� LO m 1131 113 JAN D1 T-0" T-0" 1 3/4" SC WOOD HM PNT-3 2/A003 04 'PROVIDE CLOSER & DOOR STOP. i� c O c In 1141 114 CORRIDOR D1 T-0" T-0" 1 3/4" SC WOOD HM PNT-3 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. DOOR LOCATION TO REMAIN, MODIFY FRAMING AS 2/A003 07 o� Mn z Q T v o o (no PROVIDE CLOSER, & DOOR STOP. NECESSARY FOR NEW DOOR HEIGHT. _ E c o v 1142 114 CORRIDOR DI T-0" T-0" 1 3/4" SC WOOD HM PNT-3 2/A003 06 PROVIDE CLOSER, DOOR STOP, & SB. —� 1n n 15 SEE a U c 1152 115 RESTROOM 1 D1 2'-9" 6'-8" 1 3/4" SC WOOD HM PNT-3 2/A003 04 PROVIDE CLOSER, DOOR STOP. REUSE EX OPENING, VIF SIZE. SCHEDULE Yc Q 1161 116 OFFICE D1 3'-0" T-0" 1 3/4" SC WOOD HM PNT-3 2/A003 07 ELECTRONIC CARD ACCESS. PROVIDE POWER AND DATA. o M v PROVIDE CLOSER, DOOR STOP, & SB. a ° HARDWARE SCHEDULE EXTERIOR GLASS DOOR: m - n HW SET PURPOSE HARDWARE HINGES CLOSER REMARKS & OPTIONS TEMPERED INSULATED GLAZING UNIT; v c SURFACE -MOUNTED CLOSER; t8�(�I�l�� I�l NEW EXTERIOR STOREFRONT ENTRANCE LOCKSET. CRL 60LPMBL 60" BACK TO BACK LADDER PULL OR APPROVED 3 INDIVIDUAL (4 IF DOOR IS > T TALL). EMTEK CYLINDRICAL DOOR BUMPER, FINISH TO MATCH HARDWARE. ALL HEIGHTS TO BE MATTE BLACK ANODIZED ALUMINUM o, °? r 01 OPERABLE FROM EXTERIOR WITH KEY. OPERABLE FROM ALTERNATE WITH OFFSET MOUNTS. SEPARATE KEYED LOCK IVES 5BB1 HW HINGES(SQUARE). LCN 4040XP SURFACE COORDINATED W/ ARCHITECT. 601 DOOR SILENCERS (GRY HIAWATHA). TO MATCH STOREFRONT; m INTERIOR W/O KEY. WITH INTERIOR THUMBTURN. SATIN STAINLESS (630). - FM-1 PRIVACY FILM ON ALL EXTERIOR m W GLASS, TYP. o rn `o CRL 60LPMBL 60" BACK TO BACK LADDER PULL OR APPROVED MAG LOCK STOREFRONT LADDER PULL. OPERABLE FROM 3 INDIVIDUAL (4 IF DOOR IS > T TALL). ELECTRONIC CARD ACCESS. EMTEK CYLINDRICAL DOOR BUMPER, FINISH TO MATCH ALTERNATE WITH OFFSET MOUNTS. PUSH BUTTON &CARD o FM-1 0 ACCESSORIES MAY VARY, SEE E 0 02 ROOM & CORRIDOR W/O KEY. COMPATABLE WITH READER AT RECEPTION SIDE. PUSH BUTTON & MOTION IVES 5BB1 HW HINGES(SQUARE). LCN 4040XP SURFACE HARDWARE. ALL HEIGHTS TO BE COORDINATED W/ ARCHITECT. 601 DOOR SILENCERS = HARDWARE SCHEDULE E c Y m !� MAGLOCK / KEY CARD SYSTEM. RELEASE AT SALES SIDE. MAGNETIC RELEASE LOCK SATIN STAINLESS (630). (GRY HIAWATHA). NO THRESHOLD ON INTERIOR STOREFRONT DOORS. D4 � IMPACT RATED STOREFRONT SYSTEM. C m 3 r - w LS BASIS OF DESIGN: KAWANEER TRIFAB 451 / 4R51T LARGE MISSILE IMPACT Q 0 03 RE -KEY EX. DOOR HARDWARE RE -KEY DOOR. EX. TO REMIAN. EX. TO REMIAN. RE -KEY DOOR; REPLACE ANY CORRODED OR DAMAGED COMPONENTS; w STOREFRONT SYSTEM oL- oo N.O.A.: FL14787-R8 3 Z j I ' i, Z T _ 13 c Y vi a r 5 - O - o 04 STOREROOM. OPPERABLE FROM ROOM W/O KEY. HAGER 2580 STOREROOM LOCKSET, WITHNELL LEVER, INDIVIDUAL (4 IF DOOR IS > T TALL)' EMTEK CYLINDRICAL DOOR BUMPER, FINISH TO MATCH HARDWARE. ALL HEIGHTS TO BE IVES 5BB1 HW HINGES(SQUARE). LCN 4040XP SURFACE In 1T w c .c 1 _ , OPPERABLE FROM CORRIDOR W/ KEY. STAINLESS STEEL FINISH. KICK PLATE AT PUSH SIDE. COORDINATED W/ARCHITECT. 601 DOOR SILENCERS (GRY HIAWATHA). SATIN STAINLESS (630). c o a v G � SEE SCHEDULE �c '1 8 Q RESTROOMS - PASSAGE LOCKSET AND THUMBTURN HAGER 2510 PASSAGE LOCKSET, WITHNELL LEVER, STAINLESS 3 INDIVIDUAL (4 IF DOOR IS > T TALL). - r m 06 DEADBOLT WITH OCCUPANCY INDICATOR. OPERABLE STEEL FINISH. HAGER 3216 THUMBTURN DEADBOLT W/ EMTEK CYLINDRICAL DOOR BUMPER, FINISH TO MATCH HARDWARE. ALL HEIGHTS TO BE IVES 58B1 HW HINGES(SQUARE). LCN 4040XP SURFACE DOORS & WINDOWS NOTES: WB-2 FROM CORRIDOR AND ROOM W/O KEY. LOCKABLE FROM OCCUPANCY INDICATOR, STAINLESS STEEL FINISH. KICK PLATE COORDINATED W/ARCHITECT. 601 DOOR SILENCERS (GRY HIAWATHA). (630)_ SATIN STAINLESS (630). M m INTERIOR W/ THUMBTURN, AT PUSH SIDE, STAINLESS STEEL FINISH (630). d w STOREROOM W/ ELECTRONIC STRIKE. OPPERABLE FROM 1 •READ THESE SCHEDULES ALONG WITH: FLOOR PLAN Al 01, 0 s y ROOM W/O KEY. OPPERABLE FROM CORRIDOR W/ KEY. HAGER 2580 STOREROOM LOCKSET, WITHNELL LEVER, 3 INDIVIDUAL (4 IF DOOR IS > T TALL). ELECTRONIC CARD ACCESS. EMTEK CYLINDRICAL DOOR BUMPER, FINISH TO MATCH m ` 0 Q 07 COMPATABLE WITH ELECTRONIC STRIKE /KEY CARD STAINLESS STEEL FINISH. KICK PLATE AT PUSH SIDE. LOW IVES 5BB1HW HINGES(SQUARE). LCN 4040XP SURFACE HARDWARE. ALL HEIGHTS TO BE COORDINATED W/ ARCHITECT. 601 DOOR SILENCERS 2. RETROFIT EXISTING EXTERIOR DOORS W/ SILICON BULB SYSTEM. VOLTAGE STRIKE & CARD READER. SATIN STAINLESS (630). (GRY HIAWATHA). WEATHER STRIPPING (SB), TYP. �c v v PASSAGE. OPERABLE FROM CORRIDOR AND ROOM W/O HAGER 2510 PASSAGE LOCKSET WITHNELL LEVER, STAINLESS 3INDIVIDUAL (4 IF DOOR IS> 7' TALL). EMTEK CYLINDRICAL DOOR BUMPER, FINISH TO MATCH HARDWARE. ALL HEIGHTS TO BE LCN 4040XP SURFACE 3. SB TO INDICATE SILICON BULB WEATHER STRIPPING IN Q p ZQ 08 KEY. STEEL FINISH. KICK PLATE AT PUSH SIDE, STAINLESS STEEL IVES 58B1 HW HINGES(SQUARE). COORDINATED W/ARCHITECT. 601 DOOR SILENCERS (GRY HIAWATHA). DOOR SCHEDULE. c FINISH (630). SATIN STAINLESS (630). a $ 1 DETAIL: All Gender RestrOOm Slgnage 4. KEYING TO BE CONFIRMED BY TENANT. 3 ° U w0 0 A003 SCALE: 3/4" = V-0" H Z = U 0 c FQ- a 0 �2 N J d client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th St., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. KLYMSo& . AR101389 h` G ` 'S�FR,ED AR •� Project MUV - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title DOOR TYPES Drawing No. AO O3 Issued For Job No. 22013.0 Date Permit 04-15-2022 It E IL!- _LL I 1 I I--- 1 E ' I !u I E9fE p� Eli !!611E !i p, Flu !19'!1 '! 1! 11 ll_e .II'a11 IIER3.!.I F 11 11 . . I• r. 11 - -, -I - .,'1.': v . �.-J'--- -1. Junsdichon Stamp E m L_ m 0 Ip N O f6 y N N U O C N a a� m 3 m M (6 _O Lam' •C 7 0 O a CL 0 m a� m L > l9 E d L m 0 N d w 0 c T d a oN c .n m O �L O L O > n N 5 U 01 w 2 0 U cti � o Q w c 0 d C ° C ° O. c a� m C 0 Lp 0 r m Iv a c L N � O - N �i o Ti N C L C ° a 0 x oQ Iv �' �a C E o 0 C C 0 n� �- L L) 3 c 0 o 0 O C d O N 0 N� c T) 0 t ° o N Ili U � Y d ca YO _ cl wr w c a o c U •ip f0 m c E E y E rn m m c 0 o ts o 0 L O ° a 3 O_ '� U C 4? O 2 a �Q oL ao c -6 0 0 c 3 ,a U O U m $ b O u O c c m o N a m E (D a L � � C Q 0t 0 m rn (D U C M CIDL (6 wCp U D c 'c c m m C MD C10 0) m m of E o 0 E C Y 0 @ 0 � co @ 30 Z ° -°0 f0 0 C U) c Y of c c C U0 N Q r Cc 0 c 2 m—M d 0 L Q U L0 L � y v d 0 a _C �0 o• 0 z a, a Co U < a) � Q L 0 3 HLL O O = Z F .N CL IQ— o a O U W3 WINDOW TYPE 3 A004 SCALE:1/4" = V-0" WINDOW TYPE 3: -TEMPERED GLASS; -INTERIOR STOREFRONT SYSTEM TO MATCH EXTERIOR; -BLACK ANODIZED ALUMINUM; di O WINDOW SCHEDULE ROOM WIDOW SIZE NO. NAME ID NOMINAL NOMINAL SILL HEIGHT TYPE MANUF. MODEL HEAD JAMB SILL DETAIL DETAIL DETAIL REMARKS WIDTH HEIGHT 101 RECEPTION W1 2'-7 5/8" 8'-2" 0" STOREFRONT KAWNEER TRIFAB 451 / IMPACT RATED, TEMPERED GLASS. PRIVACY FILM. VERIFY ALL SIZES ON SITE. 4R51T RECEPTION W1 2'-7 5/8" 8'-2" 0" STOREFRONT KAWNEER TRIFAB 451 / IMPACT RATED, TEMPERED GLASS. PRIVACY FILM. VERIFY ALL SIZES ON SITE. 4R51TTRIFAB RECEPTION W2 14'-11 1/4" 9'-0" 0" STOREFRONT KAWNEER INTERIOR STOREFRONT. TEMPERED GLASS. VERIFYALL SIZES ON SITE. RECEPTION W3 1 2'-9" 9'-01, 0" STOREFRONT KAWNEER INTERIOR STOREFRONT. TEMPERED GLASS. VERIFY ALL SIZES ON SITE. SIZE GIVEN DOES NOT INCLUDE DOOR. 103 SALES W4 6'-3" 9'-0" 0" STOREFRONT KAWNEER INTERIOR STOREFRONT. TEMPERED GLASS. VERIFY ALL SIZES ON SITE. SIZE GIVEN DOES NOT INCLUDE DOOR. 110 WORK RM. W1 2'-7 5/8" 8'-2" 0" STOREFRONT KAWNEER TRIFAB 451 / 4R51T IMPACT RATED, TEMPERED GLASS. PRIVACY FILM. VERIFY ALL SIZES ON SITE. WORK RM. W1 2'-7 5/8" 8'-2" 0" STOREFRONT KAWNEER TRIFAB 451 / IMPACT RATED, TEMPERED GLASS. PRIVACY FILM. VERIFY ALL SIZES ON SITE. 4R51T LU-1 T LS- T T W2 T T T T T T W2 1 WINDOW TYPE 2 A004 SCALE:1/4" = V-0" 14'-11 1/4"_(3 EQ.) VIF WINDOW TYPE 2: -TEMPERED GLASS; -INTERIOR STOREFRONT SYSTEM TO MATCH EXTERIOR; -BLACKANODIZED ALUMINUM; LU-1 T LIJ I �I W4 1012 O 0) T T/ i T 6'-4" 3'-0" 2" / 9'_g _4 W4 WINDOW TYPE 4 A004 SCALE:1/4" = V-0" W 1 Lu-1 O T T dl. LUi LS-1 M N' FM-1 T T IV I � T T:1 �\ T 2'-8 5/8"_ T-O" 22' 8'-5 1 /4" W1 WINDOW TYPE 1 A004 SCALE:1/4" = V-0" WINDOW TYPE 4: -TEMPERED GLASS; -INTERIOR STOREFRONT SYSTEM TO MATCH EXTERIOR; -BLACK ANODIZED ALUMINUM; WINDOW TYPE 1: -IMPACT RATED, TEMPERED, INSULATED GLAZING UNITS; -EXTERIOR STOREFRONT SYSTEM; -BLACKANODIZED ALUMINUM; -PRIVACY FILM; -RE-USE EXISTING OPENING, VERIFY SIZES ON SITE. BASIS OF DESIGN: KAWANEER TRIFAB 451 / 4R51T LARGE MISSILE IMPACT STOREFRONT SYSTEM N.O.A.: FL14287-R8 DOORS 8r WINDOWS NOTES: 1. READ THESE SCHEDULES ALONG WITH: FLOOR PLAN A101. 2. RETROFIT EXISTING EXTERIOR DOORS W/ SILICON BULB WEATHER STRIPPING (SB), TYR 3. SB TO INDICATE SILICON BULB WEATHER STRIPPING IN DOOR SCHEDULE. 4. KEYING TO BE CONFIRMED BY TENANT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjewi"@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., Chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. ��� • F Y YMSO/y • AR10�380 •'4 ,`sTERED PSG s Project '' MUV - iEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title WINDOW TYPES Drawing No. A004 Issued For Job No. 22013.0 Date Permit 04-15-2022 I .- 11!11 11 11 1 1 !I 1 lu IN, III I 1 I Jurisdiction Stamp E a) <K, 3i O a) w 0 c 21 Z. o c a.o ro� � ro mL L U N N U � Q o a U N C a v ad Y N 3 r m ro a C U r M rn O U cL 2 o16 w a� `ro q) U O C C N y 0 c o C: .o m E E O O N U Y M n m E-C N w o ro «. U ro vt Q) E m ro c mM o ro � 2 a a O Y c ur � U cw � Q 10 O L `o. o y «. `p c 3 A m o � y O y U c c a V E ro 8= -02 CQ ro ro U C ro� o U a) � m m M (D rn a�i 00 c � a) 3 oc L 0 3 y c C Y ro � N 0 N Q t N c = M to 1 LIGHTING SCHEDULE ID DESCRIPTION MANUF. SERIES MODEL VOLTAGE LAMP MOUNTING REMARKS & OPTIONS QTY.BY WATTAGE EM EMERGENCY LIGHT LITHONIA ELM2L SEE ELECTRICAL SHEETS. 3 GC EM70 EMERGENCY LIGHT LITHONIA ELM6L SEE ELECTRICAL SHEETS. 15 GC ELM6L WITH EM70R EMERGENCY LIGHT LITHONIA ELMRW LP220L SEE ELECTRICAL SHEETS. 3 GC COLOR F1 LINEAR LED (GRID) SAYLITE L23 SAY L23R 120V RECESSED 2"x 48" RECESSED GRID MOUNT LINEAR FIXTURE 18 OWNER (GRID) F2 LINEAR LED (GWB) SAYLITE L23 SAY L23FR 120V RECESSED 2"x 48" RECESSED MUD -IN MOUNT LINEAR 5 OWNER (MUD -IN) FIXTURE F3 L-SHAPED LINEAR ___ L-8456L-40-4- 12 OWNER LED X-4000K F5 24" X 48" LED METALUX RT 120V RECESSED 24"x 48" RECESSED LED FLAT PANEL FIXTURE 13 GC PANEL (GRID) PANEL (GRID) 4RN / F7 4" DOWNLIGHT LIGHTOLIER Z4RDL20840WO 120V RECESSED 4" RECESSED LED CAN LIGHT 9 GC CDZ10-U F8 MILLWORK LED LUMENTRUSS 2000 2000-OPR 120V SURFACE 'LED CHANNEL SURFACE MOUNTED IN 1 OWNER STRIP PROFILE MILLWORK. SEE MILLWORK DETAILS & PLANS F10 EXT SCONCE KICHLER 49607AZTLED WALL 8" DOWNLIGHT 4000K, 2500 LUMENS, WHITE 4 GC TRIM, MWD,LD, 120V F13 PENDANT OCL GLOW GS1-P1FE 120V 11W PENDANT PENDANT 12 GC STICK X EXIT LIGHT LITHONIA EDGR 1 R/2RM G SEE ELECTRICAL SHEETS. EDGE LIT EXIT SIGN, 19 GC ELSD GREEN LETTERS NOTE: - FIXTURES PROCURED BY "OWNER" TO BE PROVIDED BY VERANO. COORDINATE WITH ACHOUR ODICHO FOR PROCUREMENT MIN. 4 WEEKS BEFORE FIXTURES ARE REQUIRED ON SITE. - REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION ON LIGHT FIXTURES. PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUF. SERIES MODEL # COLOR MOUNTING REMARKS & OPTIONS QTY. FAU-1 RESTROOM LAV GROHE CONCETTO 32138002 CHROME DECK, SINGLE SINGLE HOLE, SINGLE HANDLE ADA RESTROOM FAUCET 1 FAUCET HOLE FAU-2 BREAK ROOM GROHE CONCETTO 31479001 CHROME DECK, SINGLE SINGLE HOLE, KITCHEN FAUCET. CHROME. 1 FAUCET HOLE FAU-3 MOP SINK FAUCET CHICAGO 897-RCF RCF WALL GC TO CONFIRM ADDITIONAL JANITOR'S CLOSET FIXTURE REQUIREMENTS 1 FAUCETS WITH TENANT. GB-1 42" GRAB BAR KOHLER K-10545-13 BRUSHED WALL 42" STAINLESS STEELADA COMPLIANT GRAB BAR. 1 SsSS GB-2 36" GRAB BAR KOHLER K-10544-BS BRUSHED WALL 36" STAINLESS STEEL ADA COMPLIANT GRAB BAR. 1 Ss GB-3 18" GRAB BAR KOHLER K-10541-BS BRUSHED WALL 18" STAINLESS STEEL ADA COMPLIANT GRAB BAR. 1 PAPER TOWEL AMERICAN PTD-1 DISPENSER / SPECIALTIES ASI-0469 SS RECESSED RECESSED STAINLESS STEEL PAPER TOWEL DISPENSER / TRASH 1 TRASH SNK-1 RESTROOM LAV WS SIMPLE 60.50A.01 WHITE WALL ADA COMPLIANT WALL -MOUNT SINK - 1 FAUCET HOLE 1 COLLECTIONS SNK-2 BREAK ROOM SINK DAYTON GE 12522 SS DROP IN 5 1/4" DEEP, 1 HOLE DROP -IN KITCHEN SINK 1 SNK-3 MOP SINK MUSTEE NO. 63M WHITE FLOOR 24"x 24" WHITE MOP SINK. 1 TRP-1 TRAP TRUBRO LAV GUARD ADA COMPLIANT UNDER SINK PROTECTION 1 TTD1 TOILETTISSUE AMERICAN ASI-0042 SS WALL STAINLESS TOILET TISSUE DISPENSER 1 DISPENSER SPECIALTIES WF-1 WATER FOUNTAIN ELKAY SWIRL-FLO EDFPBM117C SS WALL SWIRL-FLO BI-LEVEL FOUNTAIN, NON -FILTERED NON-REFRIDGERATED, 1 STAINLESS FINISH SCHEDULE ID MANUFACTURER COLLECTION STYLE FORMAT COLOR NOTES ALU-1 STOREFRONT SYSTEM -- 2"X4" BLACK ANODIZED ALUMINUM STOREFRONT ALU-2 STOREFRONT SYSTEM -- 2"X4" CLEARANODIZED ALUMINUM STOREFRONT 15/16" SQUARE FRONT OF HOUSE ACOUSTIC CEILING AT-1 ARMSTRONG TECTUM TEGULAR 24" X 24" WHITE TILE, 15/16" GRID 15/16" ANGLED 24" X 24", 0.70 NRC / 40 BACK OF HOUSE ACCOUSTIC CEILING AT-2 ARMSTRONG DUNE TEGULAR CAC WHITE TILE, 15/16" GRID CER-1 RAPHAEL PORCELAIN RP-1005 MATTE 6MM x 47-1/4"x47-1/4" ROCK ICE TYPICAL FLOOR TILE MODERN LINEAR GROUT JOINT 1/8", MAPEI, 02 PEWTER, CER-2 DALTILE FABRIC ART WHITE 12" x 24" ML60 SANDED. STACK BOND, SEE ELEVS. CG-1 ARMSTRONG PRELUDE ML EXPOSED TEE 15/16" WHITE TYPICAL T BAR CEILING GRID LIGHTLY POLISHED TO A "SALT & PEPPER" CN-1 LIGHTLY POLISHED "SALT & PEPPER" FINISH AND SEALED WITH A MATTE CONCRETE FINISH CONCRETE SEALER. GLUE DOWN PER MANUF. SPEC. CARPET CPT-1 J + J FLOORING NARRATIVE MODULAR 7084 12" x 48", MONOLITHIC 3000 FOLIO DIRECTION INSTALLED PER PLAN EX EXISTING TO REMAIN FIN-1 AE PVC LAMINATE SEE DWGS OAK FIN-2 AE PVC LAMINATE SEE DWGS WHITE LEGNO FIN-3 PANOLAM THRU COLOR SEE DWGS NM562-8001 FIN-4 CHEMETAL 700 SERIES 717 SEE DWGS 717 BLACK BRUSHED ALUMINUM ALTERNATE TO BE SELECTED BY OWNER FIN-5 ONDULATO POMPEII QUARTZ 2CM -SEE DWGS POMPEII (WHITE) BASED ON MATERIAL LEAD TIME. FIN-6 TECKTON RIFT & QUARTERED 5/8" x 7" PLANKS FIN-7 AE PVC LAMINATE SEE DWGS VEIL OF MIST FIN-8 FORMICA LAMINATE SEE DWGS 8812 TINTED PAPER TERRAZZO FM-1 3M FILM 77255E-314 DUSTED PRIVACY FILM CRYSTAL WHITE FRP-1 FIBER REINFORCED WHITE PLASTIC GLS-1 CLEAR INSUL. GLASS 1" IGU CLEAR TEMPERED GLASS, SEE DRAWINGS TEMPERED GLASS FOR INTERIOR GLS-2 CLEAR GLASS 3/8" CLEAR PARTITIONS, SEE DRAWINGS GRT-1 MAPEI EPDXY GROUT TO MATCH TILE TO BE APPROVED BY ARCHITECT GWB GYPSUM WALLBOARD TYPE X TYPE X GYPSUM WALLBOARD PNT-1 BENJAMIN MOORE AURA EGGSHELL PAINT OC-65 TYPICAL WALL PAINT PNT-2 BENJAMIN MOORE AURA FLAT PAINT OC-65 TYPICAL GWB CEILING PAINT PNT-3 BENJAMIN MOORE AURA SATIN PAINT OC-65 TYPICAL DOOR, FRAME, AND TRIM PAINT SW 7674 - ADJACENT BASE, DOORS AND FRAMES TO PNT-4 SHERWIN WILLIAMS PRO CLASSIC EGGSHELL PAINT MATCH COLOR W/ SATIN SHEEN AT WALLS PEPPERCORN-- W/ PNT-4 MATCH PANTONE 1655 ADJACENT BASE, DOORS AND FRAMES TO PNT-5 EGGSHELL PAINT (ORANGE) MATCH COLOR W/ SATIN SHEEN AT WALLS W/ PNT-4 MATCH PANTONE 11 C STRUCTURE, CEILING, AND MECHANICAL PNT-6 EGGSHELL PAINT (DARK GRAY) EQUIPMENT PAINT COLOR THE TO MATCH EXISTING VCT-1 ARMSTRONG STANDARD EXCELON IMPERIALTEXTURE 12"X12", MONOLITHIC 51915 CHARCOAL BACK OF HOUSE FLOORING VNL-1 TARKET TRADITIONAL VINYL W/ TOE 4" HEIGHT 20 - CHARCOAL BACK OF HOUSE WALL BASE BASE VNL-2 VINYL WALL GRAPHIC GRAPHIC BY OWNER/TENANT WD-2 WHITE OAK MILLWORK -- RIFT PER DRAWINGS WHITE OAK TYPICAL MILLWORK VENEER WD-3 WOOD/MILLWORK PVC LAMINATE ON MDF RIFT PER DRAWINGS WHITE OAK CLASS 1 FIRE RETARDANT ROOM FINISH SCHEDULE RWALLS ROOM NO. ROOM NAME NORTH SOUTH EAST WEST FLOOR CEILING BASE REMARKS 1ST FLOOR 101 RECEPTION 102 EX. ELECT. 103 SALES 104 POS 105 CONSULT 106 DRIVE THRU 107 STAIR 2 108 EX. MECH. 109 EX. VAULT 110 WORK RM. 111 SERVER 112 EX. ELEV. 113 JAN 114 CORRIDOR 115 RESTROOM 1 116 OFFICE 117 STAIR 1 2ND FLOOR 201 STAIR 1 202 EX. WORK AREA 203 EX. STORAGE 204 EX. CONF. RM. 205 EX. STORAGE 206 CLOSET 207 STAIR 2 208 EX. RR 3 209 EX. RR 2 210 EX. ELEV. EQUIP. RM 211 EX. ELEV. 212 BREAK RM. PNT-1 PNT-4 PNT-1 PNT-4, VNL-2 CER-1 AT-2 / CG-1 WB1 EX EX EX EX EX EX EX PNT-4 PNT-1, PNT-5 PNT-4, PNT-1 -- CER-1 AT-2 / CG-1 W81 PNT-4 PNT-1 PNT-1 CER-1 GWB / PNT-2, WB1 AT-2 / CG-1 PNT-1 PNT-1 PNT-1 PNT-1 CPT-1 AT-2 / CG-1 WB1 PNT-1 PNT-1 PNT-1 PNT-1 VCT-1 AT-2/ CG-1 WB2 EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX PNT-1 PNT-1 PNT-1 PNT-1 VCT-1 AT-2 / CG-1 WB2 PNT-1 PNT-1 PNT-1 PNT-1 VCT-1 AT-2 / CG-1 WB2 EX EX EX EX EX EX EX PNT-1 FRP-1 FRP-1 PNT-1 VCT-1 EX WB2 PNT-1 PNT-1 PNT-1 PNT-1 CER-1 AT-2 / CG-1 WB1 PNT-1 / CER-2 PNT-1 / CER-2 PNT-1 / CER-2 PNT-1 / CER-2 CER-1 GWB / PNT-2, AT-2 / CG-1 PNT-1 PNT-1 PNT-1 PNT-1 CPT-1 AT-2 / CG-1 W81 EX EX EX EX EX EX EX FRP-1 FULL HEIGHT, 2 WALLS. CER-2 WAINSCOT TO HEIGHT OF WINDOW SILL, ALL 4 WALLS. EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX PNT-4 EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX PNT-1 PNT-1 PNT-1 PNT-1 VCT-1 EX EX SCHEDULE NOTES: 1. READ THESE SCHEDULES ALONG WITH: FLOOR PLAN(S), REFLECTED CEILING PLAN(S) (RCP'S), FLOOR FINISH PLAN(S), INTERIOR ELEVATIONS, AND REMAINDER OF DRAWINGS, TYP. 2. ALL REQUIRED FF&E QUANTITIES TO BE VERIFIED BY CONTRACTOR, AND COMMUNICATED TO OWNER & ARCHITECT PRIOR TO ORDERING. 3. TENANT TO CONFIRM ALL PAINT COLORS AND LOCATIONS. 4. TENANT TO CONFIRM ALL FINISHES PRIOR TO ORDERING. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33675 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmaii.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. Of F l OR�O fij; FF KLYMSO/V p.R101389 .;� mac., •�� Project MUV -IEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title SCHEDULES Drawing No. AO 0 5 Issued For Job No. 22013.0 Date Permit 04-15-2022 NOTE: KNEE CLEARANCE TO BE MIN 30" WIDE & MAX 25" DEEP. NOTE: TOE CLEARANCE TO BE MIN 30" WIDE & 17"-25" DEEP. JUrisdictiun Stamp w t Co 0 a) 0 c a a d o c � n.o ID M k O �r U L U N 7 w U O) O O C O !E Y U M o Q w 0 N �a C t5 0 0 � a G O N M aE C -6 y 0 O 0 •E Y a t N C U C1 L 7 C rn gym+ 3 0 G N j 3 a m (D O U N C L a z� 0Q Q) 0 c m -- .E � p � U O oC c az- O L y N 3 v o `o a c o c0 y a) L of >NT to L Y .8 to 10= a y to E (0 ai So C U (p `6 aci c o Q, o E E 'D E 0 c, m c co o $ E � to O 0) O m c a 0 a 3 d � w L S $ 5Q x O t ao o T c c 3 •o r� c N mu0J p rA U w c a) .c m c f0 8 'a (D n cQ o 0 U C 3 o U L N � p, fU c c c M ro m M rn o °' °' E _`6 c E c e 3 `° Q> = m � C w 0 fa w c N c Y u; 2 ns NUMBERSY. 1. WIDTH -HEIGHT RATIO BETWEEN 3:5 AND 1:1. 2. STROKE WIDTH - HEIGHT BETWEEN 1:5 AND 1:10. 3. CHARACTERS AND SYMBOLSTO CONTRAST WITH BACKGROUND. 4. ALL FONTS TO BE HELVETICA SANS SERIF. SIGNS & PICTOGRAMS_ 1. PICTOGRAMS AND PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE IMAGE. BORDER DIMENSION SHALL BE MIN. 6" IN HEIGHT. 2. CHARACTERS AND •-OEMBACKGROUNDS •ma■ ■o®e■ SHALL BE OF NON-GARE COMBINATIONS OF CONTRASTING COLORS. 3. SIGNS AND PICTOGRAMS SHALL X�u,,, ", _ BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING INTO THE ROOM OR SPACE THEY NAME AT 60" AFF TO THE CENTER OF THE IMAGE. A PERSON MUST NOT ENCOUNTERANY PROTRUDING WITHIN 3FT OF SIGNAGE. 4. SUSPENDED �i SIGNAGE MUST HAVE L A VERTICAL - ` CLEARANCE OF 80" 5. ANY SIGNAGE - REQUIRED FOR ACCESSIBILITY FOR �r INDIVIDUALS WITH pJ�^ DISABILITIES SHALL BE IN F ACCORDANCE WITH SECTION 703 OF FBCA � ADA GUIDELINES: Signs & Pictograms r2 A006 SCALE RECESSED FIXTURE c•rr Hr Jl "u�� wnI I •. A , ,h ,,ues. PROJECTED FIXTURE Accessible Drinking Fountains cc T' �"�/NSF ri Z n�M1i q1A, n ILM ti{M1 hY V 25" MAX 8" MIN C14 a' � M I N "ff II KNEE CLEARANCE � r k�rVM �f u(q�p - Z wa 17"-25" TOE CLEARANCE ADA GUIDELINES: Restroom Accessibility SCALE: NOTES: Y= 48" MIN. IF DOOR HAS CLOSER AND LATCH. I I � I I } Z 22" I MIN. HINGE -SIDE APPROACH NOTES: X= 36" MIN. IF Y= 60" X= 42" MIN. IF Y= 54" I I I I I X� HINGE -SIDE APPROACH ADA GUIDELINES: Accessible Approaches SCALE: 54" _MIN_ 12" MAX" 42" MIN. 1 0-4 � i 39" - 4111X 00 36 W " MIN. 2" MIN. - , /24" MIIJ. i I`0 16.18" 0 L I -- y` Of$ NOTES: Y= 48" MIN. IF DOOR HAS CLOSER. I I I I I I N I I I } ZMin I I I I I I ;X MIN. 24" LATCH -SIDE APPROACH PROJECTED FOUNTAINS: WARNING FOR THE VISION IMPAIRED AT PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY ANY OF THE FOLLOWING OPTIONS: 1. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASTING COLOR AND CONTRASTING TEXTURE THAT WILL BE SENSED BYA WALKING DEVICE. THIS TEXTURE SHALL EXTEND V-0" BEYOND THE FRONT AND EACH SIDE OF THE FOUNTAIN BOWLS. 2. PROVIDE WING WALLS ON EACH SIDE OF THE FOUNTAIN PROJECTING OUTWARD PAST THE FOUNTAIN TO WITHIN 6" OF THE ACCESSIBLE PATH OF TRAVEL. MIN. 32" CLEAR IS REQUIRED BETWEEN WING WALLS. 3. GUARDRAILS SHALL BE A MIN. 32" CLEAR BETWEEN AND FROM THE PLUMBING WALL TO THE FOUNTAIN FACE, AND WITHIN 6" OF THE ACCESSIBLE FAIL F,F.,';.LE rl n„�.� iI nN T i,'< PATH OF TRAVEL. FOUNTAIN AND RELATED REQUIREMENTS SHALL NOT REDUCE THE REQUIRED ACCESSIBLE PATH OF TRAVEL. - NITH nr P(AbLf UNIT RECESSED- FOUNTAINS_ A slot c., F{iF_ Dale! F LAI Its 1. WHEN A SINGLE FOUNTAIN IS PERMITTED, ALCOVES MUST MAINTAIN A MIN. DEPTH OF 18" AND MIN. CLEAR WIDTH OF 32". ,txwAtn APtA - ,re 2. CONTRACTOR SHALL SIZE ALCOVE TO SPECIFIED FOUNTAIN, INSTALLATION TO CODE REQUIREMENTS AND APPROVAL OF ARCHITECT. NOTE: ILLUSTRATIONS ARE FOR DIMENSIONS ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED ATA SUITABLE MOUNTING HEIGHT FOR PERSONS WITH LIMITED PHYSICALACCESS. ADA GUIDELINES: Drinking Fountains, Signage, Doors SCALE: a d k a REACH LIMITS Reach Limits MAX SIDE REACH -OVER OBSTACLE HIGH & LOW SIDE REACH LIMIT ADA GUIDELINES: Reach Limits SCALE: 101, 30" MAX. - Approach Limits MAX. PARALLEL SIDE APPROACH Reach Limits MAX. FORWARD REACH -OVER NOTES: I I I I I I I I 00 � 1 I I I I X MIN. 24" LATCH -SIDE APPROACH EO. EO.. TYP, RM ID SIGN TYP. DOOR SIGN ; -� �•t �� {f WHERE NEC. BRAILLE SIGN-- f'` S2 m a wew NW O MOUNTING FOR DOOR & WALL TYP WALL SIGN WHERE NEC BRAILLE SIGN -- Signage Notes & Details 8r, MIN. n U -- , 00 A \ / x-j- C Q . __4 a , H MIN MAX I I I I OD Z I � I I FRONT APPROACH NOTES: X= 12" MIN. IF DOOR HAS CLOSER AND LATCH. � 1 I I I I I I I Z_ I I I I I t1N7 FRONT APPROACH s„ NOTES: 1. DOOR SIGNS SHALL BE CENTERED ON DOOR AND MOUNTED 60" AFF AT THE CENTER OF THE SIGN. / 2. ROOM SIGNS SHALL HAVE RAISED, BRAILLE CHARACTERS AND PICTOGRAM % SIGNS. LETTERS OR NUMBERS SHALL BE l / _r RAISED yz" IN UPPERCASE SANS SERIF FONT AND SHALL BE ACCOMPANIED BY GRADE 2 1 orYEN 9 BRAILLE RAISED CHARACTERS sd" HIGH MIN., / 2" HIGH MAX. 9 3. BRAILLE CHARACTER MOUNTING HEIGHT / 0 TO BE AT 48" AFF MIN. AND 60" AFF MAX. / � o / 4. SIGN CHARACTERS SHALL BE NON -GLOSS, MATTE, NON -GLARE IN CHARACTER. MOUNTING FOR WALL 5. WALL INSTALLED CHARACTERS AND SIGNS SHALL BE ON THE LATCH SIDE OF THE DOOR. TYPICAL. 6. ANY SIGNAGE REQUIRED FOR ACCESSIBILITY FOR INDIVIDUALS WIT DISABILITIES SHALL BE IN ACCORDANCE WITH SECTION 703 OF FBCA Reach Limits MAX. FORWARD REACH -OVER Reach Limits MAX. FORWARD REACH -OVER PIUIBFF' f', IPI' 0- 34"-48" LE`✓ER c ll StIAPEL.� N/�NULE I(� h11PJ I�UIIO I F•', [,R_ ,F-OVIC 1'I0 PLAT Door Requirements ZLl _ M INN 48" Reach Limits WHEELCHAIR BOUNDRY THERMOSTAT SWITCH n W7 U a1:14z WALL W OUTLET o 0 W z I I I (0 -- Z � I I I I I X MIN. 18" FRONT APPROACH NOTES: 1. AUTOMATIC DOORS SHALL COMPLY WITH ANSI/ BHMAA15610-2011. SLOW OPENING, LOW -POWERED, AUTOMATIC DOORS SHALL COMPLY WITH ANSI A15619-2013. DOORS SHALL TAKE AT LEAST 3 SECONDS TO OPEN BEFORE BACK CHECKING AND NOT REQUIRE MORE THAN A 15 POUND FORCE TO STOP THE DOOR MOVEMENT. THE DOOR -OPENING FORCE OF A POWER -ASSISTED DOOR SHALL CONFORM WITH ALLANSI REQUIREMENTS. DOOR TYPE: 1. MINIMUM 10' HIGH SMOOTH SURFACEAT DOOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL. HARDWARE: 1. OPENS FROM INSIDE WITHOUT USE OF KEY, SPECIAL KNOWLEDGE, OR EFFORT. 2. HARDWARE TO BE MOUNTED 34"-48" AFF 3. OPENS BY SINGLE EFFORTAND IS OF LEVER -TYPE IN NATURE WITHOUT REQUIRING GRASPING. 4. MAXIMUM 8.5 LBS FORCE TO OPEN AN EXTERIOR DOOR AND 5LBS FOR AN INTERIOR DOOR. 00 v Reach Limits HIGH FORWARD REACH LIMIT client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 Djewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmaii.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th St., Chicago, illinois 60616 1-312-618-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. y: AFF K )/v AR1p13g9 .�� `sT�RED �¢G L Project L MUV ZEPHYRH ILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title ADA GUIDELINES Drawing No. A00J A Issued For Job No. � 22013.0 Date Permit 04-15-2022 n I ! ! I I I _ I ' I 1.1 1L .I I I_.I..:I I _ I:!_ '1__. ! I I I I I'.. 1 II I r I II III _ III - L_'. 11 CIII 1141 I I P .I 9 1I:__ II I 1 _ 11._ _ I II ___-1_" '� I II !' I E E a) 0 rn a) _o Z N rn 0)) m c a d , > d co r m Y 0 Z, 1= a a O O w > m r >. E a) r io O rn D m w 0 c > a 0- o c ai a.o Ic a m O =c r j N 0 N a) m p = Y U U- o Q o c d a1 N £ Q C 5 c _S a C E rn C a 2 m o O .q) .N ; m o a w O C U a z y B 3 0 'C N j 3 '5< a a) o1 o a7 C a = 2 x oQ o a> o a' m .E d o O U O o C C a ., o E = r N y 3 v o 3 O y U 2 O O a) o 2 -S c o L O O rn 1n 0 Y m M- a u, r -2 .� rn r V= C >. ai o m c O c 0 0, o E E a' E 0 QI M N c vN N O O O U `o 2 c rn m o 01 c a r t O 0- a 3 c C rn O .@ U U a 2 O w r b a 5Q a1 -o a1 IY 0 r no d O o c 3 .2 O L a a " m N p C a) O -p = c C a1 '- O Q> O c a 10 E 1j a U :C Q) r r U C Q o m a1 my t0 0 rn � � c N a) 3 � o U 01 a? c .� c m 3 m N c o1 (D O 3 E `o 0 O c Y U - a) a `m c 3 m � O0 C :E c �° 3 C c �e m 10 m r 7 rA .1 c Co >. O 2 o Ua U T _ t ai m - O c_ m - �o 0 0 m 1E Z .0 ` w n Q o U o0 a r o f' C O z g > � O Q U a) a$ o u_ H Z �, 0 Z_ c� O o Q c F O - 0 U _I v SECTION 01100 I SUMMARY PART11GENERAL 1.1 PROJECT DESCRIPTION A. THE PROJECT CONSISTS OF TENANT BUILDOUT FOR A MEDICAL CANNABIS DISPENSARY B. PROJECT LOCATION: 5230 6TH ST ZEPHYR HILLS FL 33542 C. CLIENT: JOHN TIPTON D. ARCHITECT OF RECORD: JEFF KLYMSON, COLLECTIVE OFFICE, P.C. E. CONTRACT. THE PROJECT WILL BE CONSTRUCTED UNDER AIA DOCUMENTA101-1997 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS OF PAYMENT IS A STIPULATED SUM AND AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 1.2 USE OF PREMISES A. GENERAL: CONTRACTOR SHALL HAVE FULL USE OF THE PREMISES FOR CONSTRUCTION OPERATIONS DURING THE CONSTRUCTION PERIOD. CONTRACTOR'S USE OF PREMISES IS LIMITED ONLY BY OWNER'S RIGHT TO PERFORM WORK OR TO RETAIN OTHER CONTRACTORS ON PORTIONS OF THE PROJECT. B. THE CONTRACTOR SHALLABIDE BYALL RULES AND REGULATIONS OF THE HOTEL AND OF THE BUILDING OWNER'S MANAGER, INCLUDING MEANS OF ACCESS, HOURS OF OPERATION, WASTE REMOVAL, USE OF EXISTING FACILITIES, AND EMERGENCY PLANS. 1.3 MISCELLANEOUS PROVISIONS A. PERMITTING: THE ARCHITECT AS OWNER'S AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FROM LOCAL AND STATE AGENCIES. 1.4 DRAWINGSANDSPECIFICATIONS 1. TITLES TO DIVISIONS, SECTIONS AND PARAGRAPHS IN THE CONTRACT DOCUMENTS ARE INTRODUCED MERELY FOR CONVENIENCE AND SHALL NOT BE TAKEN AS A CORRECT OR COMPLETE SEGREGATION OF THE SEVERAL UNITS OF MATERIALS AND LABOR. NO RESPONSIBILITY, EITHER DIRECT OR IMPLIED, IS ASSUMED BY ARCHITECT FOR OMISSION OR DUPLICATION BY THE CONTRACTOR OR HIS SUB -CONTRACTORS DUE TO REAL OR ALLEGED ERROR IN ARRANGEMENT OR MATTER IN THE CONTRACT DOCUMENTS. 2. FOR CONVENIENCE OF REFERENCE AND TO FACILITATE LETTING OF SUB -CONTRACTS, THESE SPECIFICATIONS ARE SEPARATED INTO DIVISIONS AND SECTIONS. SUCH SEPARATIONS SHALL NOT OPERATE TO MAKE ARCHITECT AN ARBITER TO ESTABLISH SUB -CONTRACT LIMITS BETWEEN CONTRACTOR AND SUB -CONTRACTOR. 3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT IN WRITING TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSION. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE WILL BE HELD RESPONSIBLE FOR RESULTS OF SUCH ERRORS, INCONSISTENCIES OR OMISSIONS AND FOR COST OF RECTIFYING SAME. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, REVIEWED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. 4. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE SPECIFICATIONS, OR SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES, THE BETTER QUALITY AND/OR GREATER QUANTITY OF WORK OR MATERIALS SHALL BE ESTIMATED UPON, AND UNLESS OTHERWISE ORDERED IN WRITING, SHALL BE FURNISHED AND INSTALLED. 5. CERTAIN MATERIALS AND EQUIPMENT ARE SPECIFIED BY MANUFACTURER OR TRADE NAME TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE. THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIALS, FORM OF CONSTRUCTIONS, FIXTURE, ETC., NAMED IN THIS SPECIFICATION SHALL BE KNOWN AS A "STANDARD". ALL PROPOSALS SHALL BE BASED ON THE "STANDARD" SPECIFIED. 6. IF SUBSTITUTIONS ARE NOT SPECIFICALLY ACCEPTED IN WRITING, CONTRACTS ARE BASED ON "STANDARD" SPECIFIED, IF TWO OR MORE ITEMS ARE MENTIONED, SELECTION AMONG STANDARDS SPECIFIED IS CONTRACTOR'S OPTION. THE SPECIFICATIONS ARE OPEN TO ALTERNATIVE MAKES OF MATERIAL AND APPARATUS AS HEREINAFTER PROVIDED IN ITEMS 7, 8 AND 9, BELOW. 7. CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR THE STANDARDS SPECIFIED PROVIDED: A. THEY NAME ON A "SUBSTITUTION" SHEET ATTACHED TO THEIR PROPOSAL THE SUBSTITUTE BID ON, AND ADDITION OR DEDUCTION THEY WILL MAKE TO OR FROM THE CONTRACT, PROVIDED SUCH SUBSTITUTE IS APPROVED BY THE OWNER. B. COMPLETE SPECIFICATIONS AND DESCRIPTIONS OF SUBSTITUTES SHALL BE FURNISHED TO ARCHITECT. 8 OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUBSTITUTIONS PROPOSED, PROVIDED SUCH ACTION IS TAKEN IN SUFFICIENT TIME SO AS NOT TO DELAY PROGRESS OF THE WORK OR INCUR ADDITIONAL EXPENSE TO CONTRACTOR. 9. IF CONTRACTOR HAS NOT RECEIVED APPROVAL FROM OWNER ON SUBSTITUTES, "STANDARD" SPECIFIED SHALL BE USED. 10.THROUGHOUT THESE SPECIFICATIONS THERE ARE SPECIFIED METHODS OF WORKMANSHIP AND SYSTEMS FOR APPLICATION OF MATERIALS AND EQUIPMENT THE INTENT IS TO OBTAIN A PERMANENT INSTALLATION OF THE SPECIFIED MATERIALS OR EQUIPMENT, SO THAT WHEN COMPLETED OR INSTALLED, THEY SHALL BE SUBJECT TO BUILDING MAINTENANCE, WHICH IS CONSIDERED NORMAL IN BUILDING CONSTRUCTION AND BUILDING MAINTENANCE. 11. THE GENERAL CHARACTER OF THE DETAIL WORK IS SHOWN ON THE DRAWINGS BUT MINOR MODIFICATIONS MAY BE MADE BY THE ARCHITECT IN FULL-SIZE OR LARGER SCALE DRAWINGS OR MODELS. THE CONTRACTOR SHALL NOT ATTEMPT TO EXECUTE ANY PART OF THE WORK REQUIRING SUCH FULL-SIZE OR LARGE-SCALE DRAWINGS UNTIL HE HAS RECEIVED THE SAME. 12. WHERE, ON ANY DRAWING, A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. WHERE ORNAMENT OR OTHER DETAIL IS INDICATED BY STARTING ONLY, SUCH DETAIL SHALL BE CONTINUED THROUGHOUT THE COURSE OR PARTS IN WHICH IT OCCURS AND SHALLALSO APPLY TO ALL OTHER SIMILAR PARTS OF THE WORK, UNLESS OTHERWISE INDICATED. 1.5MEASUREMENTS 1. IN GENERAL, THE MEASUREMENTS ON THE DRAWINGS ARE REASONABLY ACCURATE FOR THE PURPOSE OF FIGURING. HOWEVER, IN THE EXECUTION OF WORK ON THE PROJECT, CONTRACTOR IS TO VERIFY ALL DIMENSIONS WITH ACTUAL CONDITIONS ON THE JOB IN ORDER TO MAKE FOR A PERMANENT FIT. WHERE THE WORK OF ONE CONTRACTOR OR SUB -CONTRACTOR IS TO JOIN THAT OF ANOTHER, BOTH ARE TO FURNISH SHOP DRAWINGS SHOWING THE ACTUAL DIMENSIONS AND METHOD OF JOINING THE WORK OF THE TWO TRADES. 2. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. ANY DIFFERENCE, WHICH MAY BE FOUND, SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. SECTION 01140 1 WORK RESTRICTIONS PART1IGENERAL 1.1 OCCUPANCY REQUIREMENTS A. THE OWNER RESERVES THE RIGHT TO OCCUPY AND TO PLACE AND INSTALL EQUIPMENT IN COMPLETED AREAS OF THE BUILDING, BEFORE SUBSTANTIAL COMPLETION, PROVIDED SUCH OCCUPANCY DOES NOT INTERFERE WITH COMPLETION OF THE WORK. SUCH PLACEMENT OF EQUIPMENT AND PARTIAL OCCUPANCY SHALL NOT CONSTITUTE ACCEPTANCE OF THE TOTAL WORK. B. OBTAIN A CERTIFICATE OF OCCUPANCY FROM AUTHORITIES HAVING JURISDICTION BEFORE OWNER OCCUPANCY. C. BEFORE PARTIAL OWNER OCCUPANCY, MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE FULLY OPERATIONAL, AND REQUIRED TESTS AND INSPECTIONS SHALL BE SUCCESSFULLY COMPLETED. ON OCCUPANCY, THE OWNER WILL PROVIDE, OPERATE, AND MAINTAIN MECHANICAL AND ELECTRICAL SYSTEMS SERVING OCCUPIED PORTIONS OF THE BUILDING. D. ON OCCUPANCY, THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE AND CUSTODIAL SERVICE FOR OCCUPIED PORTIONS OF THE BUILDING. 1.2. AIR QUALITY A. THE USE OF CHEMICAL INSECTICIDES, PESTICIDES, AND HERBICIDES IS FORBIDDEN. B. NO GAS FIRED TOOLS OR HEATERS ARE ALLOWED INSIDE THE BUILDING DURING CONSTRUCTION. C. NO SMOKING IS ALLOWED IN THE BUILDING DURING CONSTRUCTION. 1.3 CONSTRUCTION WASTE MANAGEMENT A. REFER TO SECTION 01800 FOR WASTE MANAGEMENT REQUIREMENTS. SECTION 01210 - ALLOWANCES PART1-GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS GOVERNING ALLOWANCES. 1. CERTAIN MATERIALS AND EQUIPMENT ARE SPECIFIED IN THE CONTRACT DOCUMENTS BY ALLOWANCES. IN SOME CASES, THESE ALLOWANCES INCLUDE INSTALLATION. ALLOWANCES HAVE BEEN ESTABLISHED IN LIEU OF ADDITIONAL REQUIREMENTS AND TO DEFER SELECTION OF ACTUAL MATERIALS AND EQUIPMENT TO A LATER DATE WHEN ADDITIONAL INFORMATION IS AVAILABLE FOR EVALUATION. IF NECESSARY, ADDITIONAL REQUIREMENTS WILL BE ISSUED BY CHANGE ORDER. B. TYPES OF ALLOWANCES INCLUDE THE FOLLOWING: 1. LUMP -SUM ALLOWANCES. 2. UNIT -COST ALLOWANCES. 3. CONTINGENCY ALLOWANCES. 4. TESTING AND INSPECTING ALLOWANCES. 5. QUANTITY ALLOWANCES. C. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. DIVISION 1 SECTION "CONTRACT MODIFICATION PROCEDURES" FOR PROCEDURES FOR SUBMITTING AND HANDLING CHANGE ORDERS. 2. DIVISION 1 SECTION "UNIT PRICES" FOR PROCEDURES FOR USING UNIT PRICES. 3. DIVISION 1 SECTION "QUALITY REQUIREMENTS" FOR PROCEDURES GOVERNING THE USE OF ALLOWANCES FOR TESTING AND INSPECTING. 1.3 SELECTION AND PURCHASE A. AT THE EARLIEST PRACTICAL DATE AFTER AWARD OF THE CONTRACT, ADVISE ARCHITECT OF THE DATE WHEN FINAL SELECTION AND PURCHASE OF EACH PRODUCT OR SYSTEM DESCRIBED BY AN ALLOWANCE MUST BE COMPLETED TO AVOID DELAYING THE WORK. B. ATARCHITECTS REQUEST, OBTAIN PROPOSALS FOR EACH ALLOWANCE FOR USE IN MAKING FINAL SELECTIONS. INCLUDE RECOMMENDATIONS THATARE RELEVANT TO PERFORMING THE WORK. C. PURCHASE PRODUCTS AND SYSTEMS SELECTED BY ARCHITECT FROM THE DESIGNATED SUPPLIER. 1.4 SUBMITTALS A. SUBMIT PROPOSALS FOR PURCHASE OF PRODUCTS OR SYSTEMS INCLUDED IN ALLOWANCES, IN THE FORM SPECIFIED FOR CHANGE ORDERS. B. SUBMIT INVOICES OR DELIVERY SLIPS TO SHOW ACTUAL QUANTITIES OF MATERIALS DELIVERED TO THE SITE FOR USE IN FULFILLMENT OF EACH ALLOWANCE. 1. NTIN EN Y LL WAN E 5 CO G C A O C S A. USE THE CONTINGENCY ALLOWANCE ONLY AS DIRECTED BY ARCHITECT FOR OWNER'S PURPOSES AND ONLY BY CHANGE ORDERS THAT INDICATE AMOUNTS TO BE CHARGED TO THE ALLOWANCE. B. CONTRACTOR'S RELATED COSTS FOR PRODUCTS AND EQUIPMENT ORDERED BY OWNER UNDER THE CONTINGENCY ALLOWANCE ARE INCLUDED IN THE ALLOWANCE AND ARE NOT PART OF THE CONTRACT SUM. THESE COSTS INCLUDE DELIVERY, INSTALLATION, TAXES, INSURANCE, EQUIPMENT RENTAL, AND SIMILAR COSTS. C. CHANGE ORDERS AUTHORIZING USE OF FUNDS FROM THE CONTINGENCY ALLOWANCE WILL INCLUDE CONTRACTOR'S RELATED COSTS AND REASONABLE OVERHEAD AND PROFIT MARGINS. D. AT PROJECT CLOSEOUT, CREDIT UNUSED AMOUNTS REMAINING IN THE CONTINGENCY ALLOWANCE TO OWNER BY CHANGE ORDER. 1.6 TESTING AND INSPECTING ALLOWANCES A. TESTING AND INSPECTING ALLOWANCES INCLUDE THE COST OF ENGAGING TESTING AGENCIES, ACTUAL TESTS AND INSPECTIONS, AND REPORTING RESULTS. B. THE ALLOWANCE DOES NOT INCLUDE INCIDENTAL LABOR REQUIRED TO ASSIST THE TESTING AGENCY OR COSTS FOR RETESTING IF PREVIOUS TESTS AND INSPECTIONS RESULT IN FAILURE. C. COSTS OF SERVICES NOT REQUIRED BY THE CONTRACT DOCUMENTS ARE NOT INCLUDED IN THE ALLOWANCE. D. AT PROJECT CLOSEOUT, CREDIT UNUSED AMOUNTS REMAINING IN THE TESTING AND INSPECTING ALLOWANCE TO OWNER BY CHANGE ORDER. 1.7 UNUSED MATERIALS A. RETURN UNUSED MATERIALS PURCHASED UNDER AN ALLOWANCE TO MANUFACTURER OR SUPPLIER FOR CREDIT TO OWNER, AFTER INSTALLATION HAS BEEN COMPLETED AND ACCEPTED. 1. IF REQUESTED BY ARCHITECT, PREPARE UNUSED MATERIAL FOR STORAGE BY OWNER WHEN IT IS NOT ECONOMICALLY PRACTICAL TO RETURN THE MATERIAL FOR CREDIT. IF DIRECTED BY ARCHITECT, DELIVER UNUSED MATERIAL TO OWNER'S STORAGE SPACE. OTHERWISE, DISPOSAL OF UNUSED MATERIAL IS CONTRACTOR'S RESPONSIBILITY. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 EXAMINATION A, EXAMINE PRODUCTS COVERED BY AN ALLOWANCE PROMPTLY ON DELIVERY FOR DAMAGE OR DEFECTS. RETURN DAMAGED OR DEFECTIVE PRODUCTS TO MANUFACTURER FOR REPLACEMENT. 3.2 PREPARATION A. COORDINATE MATERIALS AND THEIR INSTALLATION FOR EACH ALLOWANCE WITH RELATED MATERIALS AND INSTALLATIONS TO ENSURE THAT EACH ALLOWANCE ITEM IS COMPLETELY INTEGRATED AND INTERFACED WITH RELATED WORK. 3.3 SCHEDULE OF ALLOWANCES A. NONE. SECTION 01250 1 CONTRACT MODIFICATION PROCEDURES PART 1 1 GENERAL 1.1 SUMMARY A. THIS SECTION SPECIFIES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR HANDLING AND PROCESSING CONTRACT MODIFICATIONS. B. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. SECTION 01600 PRODUCT REQUIREMENTS FOR ADMINISTRATIVE PROCEDURES FOR HANDLING REQUESTS FOR SUBSTITUTIONS MADE AFTER CONTRACT AWARD. 1.2 SUPPLEMENTAL INSTRUCTIONS A. THE ARCHITECT WILL ISSUE SUPPLEMENTAL INSTRUCTIONS AUTHORIZING MINOR CHANGES IN THE WORK, NOT INVOLVING ADJUSTMENT TO THE CONTRACT SUM OR THE CONTRACT TIME. 1.3 PROPOSAL REQUESTS A. OWNER INITIATED PROPOSAL REQUESTS: THE ARCHITECT WILL ISSUE A DETAILED DESCRIPTION OF PROPOSED CHANGES IN THE WORK THAT MAY REQUIRE ADJUSTMENT TO THE CONTRACT SUM OR THE CONTRACT TIME. IF NECESSARY, THE DESCRIPTION WILL INCLUDE SUPPLEMENTAL OR REVISED DRAWINGS AND SPECIFICATIONS. 1. PROPOSAL REQUESTS ISSUED BY THE ARCHITECT ARE FOR INFORMATION ONLY. THEY ARE NOT TO BE CONSIDERED INSTRUCTIONS EITHER TO STOP WORK IN PROGRESS OR TO EXECUTE THE PROPOSED CHANGE. 2 WITHIN THE TIME SPECIFIED IN THE PROPOSAL REQUEST, SUBMITA QUOTATION ESTIMATING COST ADJUSTMENTS TO THE CONTRACT SUM AND THE CONTRACT TIME NECESSARY TO EXECUTE THE CHANGE. A) INCLUDE A LIST OF QUANTITIES OF PRODUCTS REQUIRED OR ELIMINATED AND UNIT COSTS, WITH TOTALAMOUNT OF PURCHASES AND CREDITS TO BE MADE. IF REQUESTED, FURNISH SURVEY DATA TO SUBSTANTIATE QUANTITIES. 8) INDICATE APPLICABLE TAXES, DELIVERY CHARGES, EQUIPMENT RENTAL, AND AMOUNTS OF TRADE DISCOUNTS. C) INCLUDE AN UPDATED CONTRACTOR'S CONSTRUCTION SCHEDULE THAT INDICATES THE EFFECT OF THE CHANGE, INCLUDING, BUT NOT LIMITED TO, CHANGES IN ACTIVITY DURATION, START AND FINISH TIMES, AND ACTIVITY RELATIONSHIP. USE AVAILABLE TOTAL FLOAT BEFORE REQUESTING AN EXTENSION OF THE CONTRACT TIME. B. CONTRACTOR INITIATED PROPOSAL REQUESTS: IF LATENT OR UNFORESEEN CONDITIONS REQUIRE MODIFICATIONS TO THE CONTRACT, THE CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A REQUEST FOR A CHANGE. 1. INCLUDE A STATEMENT OUTLINING REASONS FOR THE CHANGE AND THE EFFECT OF THE CHANGE ON THE WORK. PROVIDE A COMPLETE DESCRIPTION OF THE PROPOSED CHANGE. INDICATE THE EFFECT OF THE PROPOSED CHANGE ON THE CONTRACT SUM AND THE CONTRACT TIME. 2. INCLUDE A LIST OF QUANTITIES OF PRODUCTS REQUIRED OR ELIMINATED AND UNIT COSTS, WITH TOTAL AMOUNT OF PURCHASES AND CREDITS TO BE MADE. IF REQUESTED, FURNISH SURVEY DATA TO SUBSTANTIATE QUANTITIES. 3. INDICATE APPLICABLE TAXES, DELIVERY CHARGES, EQUIPMENT RENTAL, AND AMOUNTS OF TRADE DISCOUNTS. 4. INCLUDE AN UPDATED CONTRACTOR'S CONSTRUCTION SCHEDULE THAT INDICATES THE EFFECT OF THE CHANGE, INCLUDING, BUT NOT LIMITED TO, CHANGES IN ACTIVITY DURATION, START AND FINISH TIMES, AND ACTIVITY RELATIONSHIP. USE AVAILABLE TOTAL FLOAT TIME BEFORE REQUESTING AN EXTENSION OF THE CONTRACT TIME. 5. COMPLY WITH THE REQUIREMENTS IN SECTION 01600 PRODUCT REQUIREMENTS IF THE PROPOSED CHANGE REQUIRES SUBSTITUTION OF ONE PRODUCT OR SYSTEM FOR THE PRODUCT OR SYSTEM SPECIFIED. C. PROPOSAL REQUEST FORM: USE AIA DOCUMENT G709 FOR PROPOSAL REQUESTS. 1.4 CHANGE ORDER PROCEDURES A. UPON THE OWNER'S APPROVAL OF A PROPOSAL REQUEST, THE ARCHITECT WILL ISSUE A CHANGE ORDER FOR SIGNATURES OF THE OWNER AND THE CONTRACTOR ON AIA DOCUMENT G701. SECTION 01290 1 PAYMENT PROCEDURES PART11GENERAL 1.1 SUMMARY A. THIS SECTION SPECIFIES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS NECESSARY TO PREPARE AND PROCESS APPLICATIONS FOR PAYMENT. 1.2 DEFINITIONS A. SCHEDULE OF VALUES: A STATEMENT FURNISHED BY THE CONTRACTOR ALLOCATION PORTIONS OF THE CONTRACT SUM TO VARIOUS PORTIONS OF THE WORK AND USED AS THE BASIS FOR REVIEWING THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. 1.3 SCHEDULE OF VALUES A. COORDINATION: COORDINATE THE PREPARATION OF THE SCHEDULE OF VALUES AND THE CONTRACTOR'S CONSTRUCTION SCHEDULE. 1. CORRELATE LINE ITEMS IN THE SCHEDULE OF VALUES WITH OTHER REQUIRED ADMINISTRATIVE FORMS AND SCHEDULES, INCLUDING THE FOLLOWING: A) APPLICATION FOR PAYMENT FORMS WITH CONTINUATION SHEETS. B) SUBMITTALS SCHEDULE 2. SUBMIT THE SCHEDULE OF VALUES TO THE ARCHITECT AT THE EARLIEST POSSIBLE DATE BUT NO LATER THAN SEVEN DAYS BEFORE THE DATE SCHEDULED FOR SUBMITTAL FOR INITIAL APPLICATIONS FOR PAYMENT. B. FORMAT AND CONTENT 1. IDENTIFICATION: INCLUDE THE FOLLOWING PROJECT IDENTIFICATION ON THE SCHEDULE OF VALUES: A) PROJECT NAME AND LOCATION B) NAME OF ARCHITECT C) CONTRACTOR'S NAME AND ADDRESS D) DATE OF SUBMITTAL 2. ARRANGE THE SCHEDULE OF VALUES IN TABULAR FORM WITH SEPARATE COLUMNS TO INDICATE THE FOLLOWING FOR EACH ITEM LISTED: A) RELATED SPECIFICATION SECTION B) DESCRIPTION OF THE WORK C) NAME OF EACH SUBCONTRACTOR D) NAME OF THE MANUFACTURER OR FABRICATOR E) NAME OF THE SUPPLIER 3. PROVIDE A BREAK DOWN OF THE CONTRACT SUM IN ENOUGH DETAIL TO FACILITATE CONTINUED EVALUATION OF APPLICATIONS FOR PAYMENT AND PROGRESS REPORTS. COORDINATE WITH THE PROJECT MANUAL TABLE OF CONTENTS. PROVIDE SEVERAL LINE ITEMS FOR PRINCIPAL SUBCONTRACT AMOUNTS WHERE APPROPRIATE. 4. ROUND AMOUNTS TO THE NEAREST WHOLE DOLLAR; TOTAL SHALL EQUAL THE CONTRACT SUM. 5. PROVIDE A SEPARATE LINE ITEM IN THE SCHEDULE OF VALUES FOR EACH PART OF THE WORK WHERE APPLICATIONS FOR PAYMENT MAY INCLUDE MATERIALS OR EQUIPMENT PURCHASED OR FABRICATED AND STORED, BUT NOT YET INSTALLED. A) DIFFERENTIATE BETWEEN ITEMS STORED ON SITE AND ITEMS STORED OFF SITE. INCLUDE EVIDENCE OF INSURANCE OR BONDED WAREHOUSING IF REQUIRED. 6. PROVIDE SEPARATE LINE ITEMS IN THE SCHEDULE OF VALUES FOR INITIAL COST OF MATERIALS, FOR EACH SUBSEQUENT STAGE OF COMPLETION, AND FOR TOTAL INSTALLED VALUE OF THAT PART OF THE WORK. 7. ALLOWANCES: PROVIDE A SEPARATE LINE ITEM IN THE SCHEDULE OF VALUES FOR EACH ALLOWANCE. SHOW LINE ITEM VALUE OF UNIT COSTALLOWANCES, AS A PRODUCT OF THE UNIT COST, MULTIPLIED BY MEASURED QUANTITY. USE INFORMATION INDICATED IN THE CONTRACT DOCUMENTS TO DETERMINE QUANTITIES. 8. EACH ITEM IN THE SCHEDULE OF VALUES AND APPLICATIONS FOR PAYMENT SHALL BE COMPLETE. INCLUDE TOTAL COST AND PROPORTIONATE SHARE OF GENERAL OVERHEAD AND PROFIT FOR EACH ITEM. A) TEMPORARY FACILITIES AND OTHER MAJOR COST ITEMS THAT ARE NOT DIRECT COST OF ACTUAL WORK IN PLACE MAY BE SHOWN EITHER AS SEPARATE LINE ITEMS IN THE SCHEDULE OF VALUES OR DISTRIBUTED AS GENERAL OVERHEAD EXPENSE. 9. SCHEDULE UPDATING: UPDATE AND RESUBMIT THE SCHEDULE OF VALUES BEFORE THE NEXT APPLICATIONS FOR PAYMENT WHEN CHANGE ORDERS OR CONSTRUCTION CHANGE DIRECTIVES RESULT IN A CHANGE IN THE CONTRACT SUM. 1.4 APPLICATIONS FOR PAYMENT A. EACH APPLICATION FOR PAYMENT SHALL BE CONSISTENT WITH PREVIOUS APPLICATIONS AND PAYMENTS AS CERTIFIED BY THE ARCHITECT AND PAID FOR BY THE OWNER. 1. INITIAL APPLICATION FOR PAYMENT, APPLICATION FOR PAYMENTAT TIME OF SUBSTANTIAL COMPLETION, AND THE FINAL APPLICATION FOR PAYMENT INVOLVE ADDITIONAL REQUIREMENTS. B. PAYMENT APPLICATION TIMES: THE DATE FOR EACH PROGRESS PAYMENT IS INDICATED IN THE AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. THE PERIOD OF CONSTRUCTION WORK COVERED BY EACH APPLICATION FOR PAYMENT IS THE PERIOD INDICATED IN THE AGREEMENT. C. PAYMENT APPLICATION FORMS: USE AIA DOCUMENT G702 AND AIA DOCUMENT G703 CONTINUATION SHEETS AS FORMS FOR APPLICATIONS FOR PAYMENT. D. APPLICATION PREPARATION: COMPLETE EVERY ENTRY ON EACH FORM. NOTARIZE AND EXECUTE BY A PERSON AUTHORIZED TO SIGN LEGAL DOCUMENTS ON BEHALF OF THE CONTRACTOR. THE ARCHITECT WILL RETURN INCOMPLETE APPLICATIONS WITHOUT ACTION. 1. ENTRIES SHALL MATCH DATA ON THE SCHEDULE OF VALUES AND CONTRACTOR'S CONSTRUCTION SCHEDULE. USE UPDATED SCHEDULES IF REVISIONS WERE MADE. 2. INCLUDE AMOUNTS OF CHANGE ORDERS AND CONSTRUCTION CHANGE DIRECTIVES ISSUED BEFORE LAST DAY OF CONSTRUCTION PERIOD COVERED BY APPLICATION. E. TRANSMITTAL: SUBMIT 3 SIGNED AND NOTARIZED ORIGINAL COPIES OF EACH APPLICATION FOR PAYMENT TO THE ARCHITECT BYA METHOD ENSURING RECEIPT WITHIN 24 HOURS. ONE COPY SHALL INCLUDE WAIVERS OF LIEN AND SIMILAR ATTACHMENTS IF REQUIRED. F. WAIVERS OF MECHANIC'S LIEN: WITH EACH APPLICATION FOR PAYMENT, SUBMIT WAIVERS OF MECHANIC'S LIEN FROM EVERY ENTITY WHO IS LAWFULLY ENTITLED TO FILE A MECHANIC'S LIEN ARISING OUT OF THE CONTRACT AND RELATED TO THE WORK COVERED BY THE PAYMENT. 1. SUBMIT PARTIAL WAIVERS ON EACH ITEM FOR AMOUNT REQUESTED, BEFORE DEDUCTION OF RETAINAGE, ON EACH ITEM. 2. WHEN AN APPLICATION SHOWS COMPLETION OF AN ITEM, SUBMIT FINAL OR FULL WAIVERS. 3. THE OWNER RESERVES THE RIGHT TO DESIGNATE WHICH ENTITIES INVOLVED IN THE WORK MUST SUBMIT WAIVERS. G. INITIAL APPLICATION FOR PAYMENT: ADMINISTRATIVE ACTIONS AND SUBMITTALS THAT MUST PRECEDE OR COINCIDE WITH SUBMITTAL OF THE FIRST APPLICATION FOR PAYMENT INCLUDE THE FOLLOWING: 1. SCHEDULE OF VALUES. 2. CONTRACTOR'S CONSTRUCTION SCHEDULE 3. PRODUCTS LIST. 4. SCHEDULE OF UNIT PRICES. 5. SUBMITTALS SCHEDULE. 6. COPIES OF BUILDING PERMITS. 7. COPIES OF AUTHORIZATIONS AND LICENSES FROM AUTHORITIES HAVING JURISDICTION FOR PERFORMANCE OF THE WORK. H. FINAL PAYMENT APPLICATION: SUBMIT FINAL APPLICATION FOR PAYMENT WITH RELEASES AND SUPPORTING DOCUMENTATION NOT PREVIOUSLY SUBMITTED AND ACCEPTED, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. EVIDENCE OF COMPLETION OF THE PROJECT CLOSEOUT REQUIREMENTS. 2. INSURANCE CERTIFICATES FOR PRODUCTS AND COMPLETED OPERATIONS WHERE REQUIRED AND PROOF THAT TAXES, FEES, AND SIMILAR OBLIGATIONS WERE PAID. 3. UPDATED FINAL STATEMENT, ACCOUNTING FOR FINAL CHANGES TO THE CONTRACT SUM. 4. AIA DOCUMENT G706, "CONTRACTOR'S AFFIDAVIT OF PAYMENTS OF DEBTS AND CLAIMS". 5. AIA DOCUMENT G706A, "CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS"- 6. AIA DOCUMENT G707, "CONSENT OF SURETY TO FINAL PAYMENT". 7. EVIDENCE THAT CLAIMS HAVE BEEN SETTLED. SECTION 01310 1 PROJECT COORDINATION PART11GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE PROVISIONS FOR COORDINATING CONSTRUCTION OPERATIONS ON THE PROJECT, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1) GENERAL PROJECT COORDINATION PROCEDURES. 2) COORDINATION DRAWINGS. 3) ADMINISTRATIVE AND SUPERVISORY PERSONNEL. 4) PROJECT MEETINGS. 1.2 COORDINATION A. COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN VARIOUS SECTIONS OF THE SPECIFICATIONS TO ENSURE EFFICIENTAND ORDERLY INSTALLATION OF EACH PART OF THE WORK. B. COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT SECTIONS THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION AND OPERATION. C. MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP TO PRODUCE WORK OF THE SPECIFIED QUALITY. D. COORDINATE SCHEDULING AND TIMING OF REQUIRED ADMINISTRATIVE PROCEDURES WITH OTHER CONSTRUCTION ACTIVITIES AND ACTIVITIES OF OTHER CONTRACTORS TO AVOID CONFLICTS AND TO ENSURE ORDERLY PROGRESS OF THE WORK. SUCH ADMINISTRATIVE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1) PREPARATION OF CONTRACTOR'S CONSTRUCTION SCHEDULE. 2) PREPARATION OF THE SCHEDULE OF VALUES. 3) INSTALLATION AND REMOVAL OF TEMPORARY FACILITIES AND CONTROLS. 4) DELIVERY AND PROCESSING OF SUBMITTALS. 5) PROGRESS MEETINGS. 6) PROJECT CLOSE-OUT ACTIVITIES. 1.3 REQUESTS FOR INFORMATION A. THE ARCHITECT SHALL REVIEW ANY REQUEST FOR INFORMATION (RFI) SUBMITTED BY SUBCONTRACTORS. SUBCONTRACTORS SHALL CAREFULLY REVIEW THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION TO ENSURE THAT SUCH INFORMATION IS NOT ALREADY CLEARLY AND UNAMBIGUOUSLY ANSWERED IN THE CONTRACT DOCUMENTS. 1.4 SUBMITTALS A. COORDINATION DRAWINGS: PREPARE COORDINATION DRAWINGS IF LIMITED SPACE AVAILABILITY NECESSITATES THE MAXIMUM UTILIZATION OF SPACE FOR EFFICIENT INSTALLATION OF DIFFERENT COMPONENTS OR IF COORDINATION IS REQUIRED FOR INSTALLATION OF PRODUCTS AND MATERIALS FABRICATED BY SEPARATE ENTITIES. 1) INDICATE RELATIONSHIP OF COMPONENTS SHOWN ON SEPARATE SHOP DRAWINGS. 2) INDICATE REQUIRED INSTALLATION SEQUENCES. B. STAFF NAMES: SUBMIT TO THE OWNER A LIST OF PRINCIPAL STAFF ASSIGNMENTS, INCLUDING SUPERINTENDENT OR FOREMAN AND OTHER PERSONNEL IN ATTENDANCE AT THE PROJECT SITE. IDENTIFY INDIVIDUALS AND THEIR DUTIES AND RESPONSIBILITIES; LIST ADDRESSES AND TELEPHONE NUMBERS, INCLUDING HOME AND OFFICE TELEPHONE NUMBERS. PROVIDE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF INDIVIDUALS ASSIGNED AS STANDBYS IN THE ABSENCE OF INDIVIDUALS ASSIGNED TO THE PROJECT. 1) POST COPIES OF THE LIST IN THE PROJECT MEETING ROOM, IN THE TEMPORARY FIELD OFFICE, AND BY EACH TEMPORARY TELEPHONE. 1.5 PROJECT MEETINGS A. THE CONTRACTOR WILL SCHEDULE AND CONDUCT MEETINGS AND CONFERENCES AT THE PROJECT SITE. 1) ATTENDEES: INFORM PARTICIPANTS AND OTHERS INVOLVED, AND INDIVIDUALS WHOSE PRESENCE IS REQUIRED, OF THE DATE AND TIME OF EACH MEETING. 2) AGENDA: THE CONTRACTOR WILL PREPARE THE MEETING AGENDAAND DISTRIBUTE THE AGENDA TO ALL INVITED ATTENDEES PRIOR TO THE MEETING. 3) MINUTES: THE CONTRACTOR WILL RECORD SIGNIFICANT DISCUSSIONS AND AGREEMENTS ACHIEVED AND DISTRIBUTE THE MEETING MINUTES TO EVERYONE CONCERNED, INCLUDING THE OWNER AND THE ARCHITECT. B. PRE -CONSTRUCTION CONFERENCE: THE CONTRACTOR WILL SCHEDULE A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING CONSTRUCTION, ATATIME CONVENIENT TO THE OWNER AND THE ARCHITECT. HOLD THE CONFERENCE AT THE PROJECT SITE OR OTHER CONVENIENT LOCATION. CONDUCT THE MEETING TO REVIEW RESPONSIBILITIES AND PERSONNEL ASSIGNMENTS. 1) ATTENDEES: AUTHORIZED REPRESENTATIVES OF THE OWNER, THE ARCHITECT, AND THEIR CONSULTANTS; THE CONTRACTOR AND ITS SUPERINTENDENT; MAJOR SUBCONTRACTORS; MANUFACTURERS; SUPPLIERS; AND OTHER CONCERNED PARTIES SHALL ATTEND THE CONFERENCE. ALL PARTICIPANTS AT THE CONFERENCE SHALL BE FAMILIAR WITH THE PROJECT AND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE WORK. 2) AGENDA: DISCUSS ITEMS OF SIGNIFICANCE THAT COULD AFFECT PROGRESS, INCLUDING THE FOLLOWING: A) TENTATIVE CONSTRUCTION SCHEDULE. B) CRITICAL WORK SEQUENCING. C) DESIGNATION OF RESPONSIBLE PERSONNEL. D) PROCEDURES FOR PROCESSING FIELD DECISIONS AND CHANGE ORDERS. E) PROCEDURES FOR PROCESSING APPLICATIONS FOR PAYMENT. F) DISTRIBUTION OF THE CONTRACT DOCUMENTS. G) SUBMITTAL PROCEDURES. H) PREPARATION OF RECORD DOCUMENTS. 1) USE OF THE PREMISES. J) RESPONSIBILITY FOR TEMPORARY FACILITIES AND CONTROLS. K) PARKING AVAILABILITY. L) OFFICE, WORK AND STORAGE AREAS. M) EQUIPMENT DELIVERIES AND PRIORITIES. N) FIRSTAID. O) SECURITY. P) PROGRESS CLEANING. Q) WORKING HOURS. C. PRE -INSTALLATION CONFERENCES: THE CONTRACTOR WILL CONDUCTA PRE -INSTALLATION CONFERENCE AT THE PROJECT SITE BEFORE EACH CONSTRUCTION ACTIVITY THAT REQUIRES COORDINATION WITH OTHER CONSTRUCTION. 1. ATTENDEES: INSTALLER AND REPRESENTATIVES OF MANUFACTURERS AND FABRICATORS INVOLVED IN OR AFFECTED BY THE INSTALLATION AND ITS COORDINATION OR INTEGRATION WITH OTHER MATERIALS AND INSTALLATIONS THAT HAVE PRECEDED OR WILL FOLLOW, SHALL ATTEND THE MEETING. ADVISE THE ARCHITECT OF SCHEDULED MEETING DATES. 2. AGENDA: REVIEW PROGRESS OF OTHER CONSTRUCTION ACTIVITIES AND PREPARATIONS FOR THE PARTICULAR ACTIVITY UNDER CONSIDERATION, INCLUDING REQUIREMENTS FOR THE FOLLOWING: A) CONTRACT DOCUMENTS. 8) OPTIONS. C) RELATED CHANGE ORDERS. D) SUBMITTALS. E) REVIEW OF MOCKUPS. F) POSSIBLE CONFLICTS. G) COMPATIBILITY PROBLEMS. H) TIME SCHEDULES. 1) WEATHER LIMITATIONS. J) MANUFACTURER'S WRITTEN RECOMMENDATIONS. K) WARRANTY REQUIREMENTS. L) COMPATIBILITY OF MATERIALS. M) ACCEPTABILITY OF SUBSTRATES. N) REGULATIONS OF AUTHORITIES HAVING JURISDICTION. O) TESTING AND INSPECTING REQUIREMENTS. P) REQUIRED PERFORMANCE RESULTS. Q) PROTECTION OF CONSTRUCTION AND PERSONNEL, 3. RECORD SIGNIFICANT CONFERENCE DISCUSSIONS, AGREEMENTS, AND DISAGREEMENTS. 4. DO NOT PROCEED WITH INSTALLATION IF THE CONFERENCE CANNOT BE SUCCESSFULLY CONCLUDED. INITIATE WHATEVER ACTIONS ARE NECESSARY TO RESOLVE IMPEDIMENTS TO THE PERFORMANCE OF THE WORK AND RECONVENE THE CONFERENCE AT THE EARLIEST FEASIBLE DATE. D. PROGRESS MEETINGS: THE CONTRACTOR WILL CONDUCT PROGRESS MEETINGS AT APPROPRIATE INTERVALS. COORDINATE DATES OF MEETINGS WITH PREPARATION OF PAYMENT REQUESTS. 1. ATTENDEES: IN ADDITION TO REPRESENTATIVES OF THE OWNER AND THE ARCHITECT, SUBCONTRACTOR, SUPPLIER, AND OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED IN PLANNING, COORDINATION, OR PERFORMANCE OF FUTURE ACTIVITIES SHALL BE REPRESENTED ATTHESE MEETINGS. ALL PARTICIPANTS AT THE CONFERENCE SHALL BE FAMILIAR WITH THE PROJECTAND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE WORK. 2. AGENDA: REVIEW AND CORRECT OR APPROVE MINUTES OF THE PREVIOUS PROGRESS MEETING. REVIEW OTHER ITEMS OF SIGNIFICANCE THAT COULD AFFECT THE PROGRESS. INCLUDE TOPICS FOR DISCUSSION AS APPROPRIATE TO THE STATUS OF THE PROJECT. A) OWNER'S CONSTRUCTION SCHEDULE: REVIEW PROGRESS SINCE THE LAST MEETING. DETERMINE WHETHER EACH ACTIVITY IS ON TIME, AHEAD OF SCHEDULE, OR BEHIND SCHEDULE, IN RELATION TO THE OWNER'S CONSTRUCTION SCHEDULE. DETERMINE HOW CONSTRUCTION BEHIND SCHEDULE WILL BE EXPEDITED SECURE COMMITMENTS FROM PARTIES INVOLVED TO DO SO. DISCUSS WHETHER SCHEDULE REVISIONS ARE REQUIRED TO ENSURE THAT CURRENTAND SUBSEQUENT ACTIVITIES WILL BE COMPLETED WITHIN THE CONTRACTTIME. B) REVIEW PRESENTAND FUTURE NEEDS OF EACH ENTITY PRESENT, INCLUDING THE FOLLOWING: 1) INTERFACE REQUIREMENTS. 2) SEQUENCE OF OPERATIONS. 3) STATUS OF SUBMITTALS. 4) DELIVERIES 5 OFF -SITE FABRICATION. 6) ACCESS. 7) SITE UTILIZATION. 8) TEMPORARY FACILITIES AND CONTROLS. 9) WORK HOURS. 10 HAZARDS ANDRISKS. 11) PROGRESS CLEANING. 12) QUALITY AND WORK STANDARDS. 13) CHANGE ORDERS. 14) DOCUMENTATION OF INFORMATION FOR PAYMENT REQUESTS. P T I T I UT I U ES OFT E I G TO EACH PA TY P E E TA D TO PARTIES 3. RE OR ING: THE CONTRACTOR W LL DIS R B E M N T HEM ET N R R S N N WHO SHOULD HAVE BEEN PRESENT. INCLUDE A BRIEF SUMMARY, IN NARRATIVE FORM, OF PROGRESS SINCE THE PREVIOUS MEETING AND REPORT. A) SCHEDULE UPDATING: ASSIST THE OWNER IN REVISING THE CONSTRUCTION SCHEDULE AFTER EACH PROGRESS MEETING WHERE REVISIONS TO THE SCHEDULE HAVE BEEN MADE OR RECOGNIZED. ISSUE REVISED SCHEDULE CONCURRENTLY WITH THE REPORT OF EACH MEETING. END OF SECTION 01310 SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR DOCUMENTING THE PROGRESS OF CONSTRUCTION DURING PERFORMANCE OF THE WORK, INCLUDING THE FOLLOWING: 1. PRELIMINARY CONSTRUCTION SCHEDULE. 2. CONTRACTOR'S CONSTRUCTION SCHEDULE. 3. SUBMITTALS SCHEDULE. 4. DAILY CONSTRUCTION REPORTS. 5. MATERIAL LOCATION REPORTS. 6. FIELD CONDITION REPORTS. 7. SPECIAL REPORTS. 8. CONSTRUCTION PHOTOGRAPHS. B. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. DIVISION 1 SECTION "SUMMARY OF MULTIPLE CONTRACTS" FOR PREPARING A COMBINED CONTRACTOR'S CONSTRUCTION SCHEDULE. 2. DIVISION 1 SECTION "PAYMENT PROCEDURES" FOR SUBMITTING THE SCHEDULE OF VALUES. 3. DIVISION 1 SECTION "PROJECT MANAGEMENT AND COORDINATION" FOR SUBMITTING AND DISTRIBUTING MEETING AND CONFERENCE MINUTES. 4. DIVISION 1 SECTION "SUBMITTAL PROCEDURES" FOR SUBMITTING SCHEDULES AND REPORTS. 5. DIVISION 1 SECTION "PHOTOGRAPHIC DOCUMENTATION" FOR SUBMITTING CONSTRUCTION PHOTOGRAPHS. 6. DIVISION 1 SECTION "QUALITY REQUIREMENTS" FOR SUBMITTING A SCHEDULE OF TESTS AND INSPECTIONS. 7. DIVISION 1 SECTION "CLOSEOUT PROCEDURES" FOR SUBMITTING PHOTOGRAPHIC NEGATIVES AS PROJECT RECORD DOCUMENTS AT PROJECT CLOSEOUT. 1.3 DEFINITIONS A. ACTIVITY: A DISCRETE PART OF A PROJECT THAT CAN BE IDENTIFIED FOR PLANNING, SCHEDULING, MONITORING, AND CONTROLLING THE CONSTRUCTION PROJECT. ACTIVITIES INCLUDED IN A CONSTRUCTION SCHEDULE CONSUME TIME AND RESOURCES. 1. CRITICAL ACTIVITIES ARE ACTIVITIES ON THE CRITICAL PATH. THEY MUST START AND FINISH ON THE PLANNED EARLY START AND FINISH TIMES. 2. PREDECESSOR ACTIVITY IS AN ACTIVITY THAT MUST BE COMPLETED BEFORE A GIVEN ACTIVITY CAN BE STARTED. B. CPM: CRITICAL PATH METHOD, WHICH IS A METHOD OF PLANNING AND SCHEDULING A CONSTRUCTION PROJECT WHERE ACTIVITIES ARE ARRANGED BASED ON ACTIVITY RELATIONSHIPS NETWORK CALCULATIONS DETERMINE WHEN ACTIVITIES CAN BE PERFORMED AND THE CRITICAL PATH OF PROJECT. C. CRITICAL PATH: THE LONGEST CONTINUOUS CHAIN OF ACTIVITIES THROUGH THE NETWORK SCHEDULE THAT ESTABLISHES THE MINIMUM OVERALL PROJECT DURATION AND CONTAINS NO FLOAT. D. EVENT: THE STARTING OR ENDING POINT OF AN ACTIVITY E. FLOAT: THE MEASURE OF LEEWAY IN STARTING AND COMPLETING AN ACTIVITY. 1. FLOAT TIME IS NOT FOR THE EXCLUSIVE USE OR BENEFIT OF EITHER OWNER OR CONTRACTOR, BUT IS A JOINTLY OWNED, EXPIRING PROJECT RESOURCE AVAILABLE TO BOTH PARTIES AS NEEDED TO MEET SCHEDULE MILESTONES AND CONTRACT COMPLETION DATE. 2. FREE FLOAT IS THE AMOUNT OF TIME AN ACTIVITY CAN BE DELAYED WITHOUT ADVERSELY AFFECTING THE EARLY START OF THE FOLLOWING ACTIVITY. 3. TOTAL FLOAT IS THE MEASURE OF LEEWAY IN STARTING OR COMPLETING AN ACTIVITY WITHOUT ADVERSELY AFFECTING THE PLANNED PROJECT COMPLETION DATE. F. FRAGNET: A PARTIAL OR FRAGMENTARY NETWORK THAT BREAKS DOWN ACTIVITIES INTO SMALLER ACTIVITIES FOR GREATER DETAIL. G. MAJOR AREA: A STORY OF CONSTRUCTION, A SEPARATE BUILDING, OR A SIMILAR SIGNIFICANT CONSTRUCTION ELEMENT. H. MILESTONE: A KEY OR CRITICAL POINT IN TIME FOR REFERENCE OR MEASUREMENT. I. NETWORK DIAGRAM: A GRAPHIC DIAGRAM OF A NETWORK SCHEDULE, SHOWING ACTIVITIES AND ACTIVITY RELATIONSHIPS. 1.4 SUBMITTALS A. QUALIFICATION DATA: FOR FIRMS AND PERSONS SPECIFIED IN "QUALITY ASSURANCE" ARTICLE AND IN-HOUSE SCHEDULING PERSONNEL TO DEMONSTRATE THEIR CAPABILITIES AND EXPERIENCE. INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, AND OTHER INFORMATION SPECIFIED. B. SUBMITTALS SCHEDULE: SUBMIT THREE COPIES OF SCHEDULE. ARRANGE THE FOLLOWING INFORMATION IN ATABULAR FORMAT. 1, SCHEDULED DATE FOR FIRST SUBMITTAL. 2. SPECIFICATION SECTION NUMBER AND TITLE. 3. SUBMITTAL CATEGORY (ACTION OR INFORMATIONAL). 4. NAME OF SUBCONTRACTOR. 5. DESCRIPTION OF THE WORK COVERED. 6. SCHEDULED DATE FOR ARCHITECTS FINAL RELEASE OR APPROVAL. C. PRELIMINARY CONSTRUCTION SCHEDULE: SUBMIT TWO PRINTED COPIES; ONE A SINGLE SHEET OF REPRODUCIBLE MEDIA, AND ONE A PRINT. D. PRELIMINARY NETWORK DIAGRAM: SUBMIT TWO PRINTED COPIES; ONE A SINGLE SHEET OF REPRODUCIBLE MEDIA, AND ONE A PRINT; LARGE ENOUGH TO SHOW ENTIRE NETWORK FOR ENTIRE CONSTRUCTION PERIOD. E. CONTRACTOR'S CONSTRUCTION SCHEDULE: SUBMIT TWO PRINTED COPIES OF INITIAL SCHEDULE, ONE A REPRODUCIBLE PRINT AND ONE A BLUE- OR BLACK -LINE PRINT, LARGE ENOUGH TO SHOW ENTIRE SCHEDULE FOR ENTIRE CONSTRUCTION PERIOD. 1. SUBMIT AN ELECTRONIC COPY OF SCHEDULE, USING SOFTWARE INDICATED, ON CD-R FORMATTED TO HOLD 700 MB OF DATA, AND LABELED TO COMPLY WITH REQUIREMENTS FOR SUBMITTALS. INCLUDE TYPE OF SCHEDULE (INITIAL OR UPDATED) AND DATE ON LABEL. F. CPM REPORTS: CONCURRENT WITH CPM SCHEDULE, SUBMIT THREE PRINTED COPIES OF EACH OF THE FOLLOWING COMPUTER -GENERATED REPORTS. FORMAT FOR EACH ACTIVITY IN REPORTS SHALL CONTAIN ACTIVITY NUMBER, ACTIVITY DESCRIPTION, ORIGINAL DURATION, REMAINING DURATION, EARLY START DATE, EARLY FINISH DATE, LATE START DATE, LATE FINISH DATE, AND TOTAL FLOAT. 1. ACTIVITY REPORT. LIST OF ALL ACTIVITIES SORTED BY ACTIVITY NUMBER AND THEN EARLY START DATE, OR ACTUAL START DATE IF KNOWN. 2. LOGIC REPORT: LIST OF PRECEDING AND SUCCEEDING ACTIVITIES FOR ALL ACTIVITIES, SORTED IN ASCENDING ORDER BY ACTIVITY NUMBER AND THEN EARLY START DATE, OR ACTUAL START DATE IF KNOWN. 3. TOTAL FLOAT REPORT: LIST OF ALL ACTIVITIES SORTED IN ASCENDING ORDER OF TOTAL FLOAT. 4. EARNINGS REPORT: COMPILATION OF CONTRACTOR'S TOTAL EARNINGS FROM COMMENCEMENT OF THE WORK UNTIL MOST RECENT APPLICATION FOR PAYMENT. G, CONSTRUCTION PHOTOGRAPHS: SUBMIT TWO PRINTS OF EACH PHOTOGRAPHIC VIEW WITHIN SEVEN DAYS OF TAKING PHOTOGRAPHS. 1. FORMAT. 8-BY-10-INCH (203-BY-254-MM) SMOOTH -SURFACE MATTE PRINTS ON SINGLE -WEIGHT COMMERCIAL -GRADE STOCK, ENCLOSED BACK TO BACK IN CLEAR PLASTIC SLEEVES THAT ARE PUNCHED FOR STANDARD 3-RING BINDER. 2. IDENTIFICATION: ON BACK OF EACH PRINT, PROVIDE AN APPLIED LABEL OR RUBBER-STAMPED IMPRESSION WITH THE FOLLOWING INFORMATION: A. NAME OF PROJECT. B. NAME AND ADDRESS OF PHOTOGRAPHER. C. NAME OF ARCHITECT. D.NAME OF CONTRACTOR. E. DATE PHOTOGRAPH WAS TAKEN. F. DESCRIPTION OF VANTAGE POINT, INDICATING LOCATION, DIRECTION (BY COMPASS POINT), AND ELEVATION OR STORY OF CONSTRUCTION. H. DAILY CONSTRUCTION REPORTS: SUBMIT TWO COPIES AT WEEKLY INTERVALS. 1. MATERIAL LOCATION REPORTS: SUBMIT TWO COPIES AT WEEKLY INTERVALS. J. FIELD CONDITION REPORTS: SUBMIT TWO COPIES AT TIME OF DISCOVERY OF DIFFERING CONDITIONS. K. SPECIAL REPORTS: SUBMIT TWO COPIES AT TIME OF UNUSUAL EVENT. 1.5 QUALITY ASSURANCE A. HEDULIN CONSULTANT UALIFICATIONS: AN EXPERIENCED SPECIALIST IN CPM SCHEDULING AND REPORTING. SC G Q B. PHOTOGRAPHER QUALIFICATIONS: AN INDIVIDUAL OF ESTABLISHED REPUTATION WHO HAS BEEN REGULARLY ENGAGED AS A PROFESSIONAL PHOTOGRAPHER FOR NOT LESS THAN THREE YEARS. C. PRESCHEDULING CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE TO COMPLY WITH REQUIREMENTS IN DIVISION 1 SECTION "PROJECT MANAGEMENTAND COORDINATION." REVIEW METHODS AND PROCEDURES RELATED TO THE PRELIMINARY CONSTRUCTION SCHEDULE AND CONTRACTOR'S CONSTRUCTION SCHEDULE, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. REVIEW SOFTWARE LIMITATIONS AND CONTENTAND FORMAT FOR REPORTS. 2. VERIFY AVAILABILITY OF QUALIFIED PERSONNEL NEEDED TO DEVELOP AND UPDATE SCHEDULE. 3. DISCUSS CONSTRAINTS, INCLUDING PHASING, WORK STAGES, AREA SEPARATIONS, INTERIM MILESTONES, AND PARTIAL OWNER OCCUPANCY. 4. REVIEW DELIVERY DATES FOR OWNER -FURNISHED PRODUCTS. 5. REVIEW SCHEDULE FOR WORK OF OWNER'S SEPARATE CONTRACTS. 6. REVIEW TIME REQUIRED FOR REVIEW OF SUBMITTALS AND RESUBMITTALS. 7. REVIEW REQUIREMENTS FOR TESTS AND INSPECTIONS BY INDEPENDENT TESTING AND INSPECTING AGENCIES. 8. REVIEW TIME REQUIRED FOR COMPLETION AND STARTUP PROCEDURES. 9. REVIEW AND FINALIZE LIST OF CONSTRUCTION ACTIVITIES TO BE INCLUDED IN SCHEDULE. 10. REVIEW SUBMITTAL REQUIREMENTS AND PROCEDURES. 11. REVIEW PROCEDURES FOR UPDATING SCHEDULE. 12. REVIEW PROCEDURES FOR LEED CERTIFICATION SUBMITTALS. 1.6 COORDINATION A. COORDINATE PREPARATION AND PROCESSING OF SCHEDULES AND REPORTS WITH PERFORMANCE OF CONSTRUCTION ACTIVITIES AND WITH SCHEDULING AND REPORTING OF SEPARATE CONTRACTORS. B. COORDINATE CONTRACTOR'S CONSTRUCTION SCHEDULE WITH THE SCHEDULE OF VALUES, LIST OF SUBCONTRACTS, SUBMITTALS SCHEDULE, PROGRESS REPORTS, PAYMENT REQUESTS, AND OTHER REQUIRED SCHEDULES AND REPORTS. 1_ SECURE TIME COMMITMENTS FOR PERFORMING CRITICAL ELEMENTS OF THE WORK FROM PARTIES INVOLVED. 2. COORDINATE EACH CONSTRUCTION ACTIVITY IN THE NETWORK WITH OTHER ACTIVITIES AND SCHEDULE THEM IN PROPER SEQUENCE. RAT WITHP TOG PHERANDPROVIDEAUXILIARYSERVICESRE UESTED INCLUDING C. AUXILIARY SERVICES COOPE E HO RA Q , ACCESS TO PROJECT SITE AND USE OF TEMPORARY FACILITIES INCLUDING TEMPORARY LIGHTING. PART2-PRODUCTS 2.1 SUBMITTALS SCHEDULE A. PREPARATION: SUBMITA SCHEDULE OF SUBMITTALS, ARRANGED IN CHRONOLOGICAL ORDER BY DATES REQUIRED BY CONSTRUCTION SCHEDULE. INCLUDE TIME REQUIRED FOR REVIEW, RESUBMITTAL, ORDERING, MANUFACTURING, FABRICATION, AND DELIVERY WHEN ESTABLISHING DATES. 1. COORDINATE SUBMITTALS SCHEDULE WITH LIST OF SUBCONTRACTS, THE SCHEDULE OF VALUES, AND CONTRACTOR'S N TR TI N SCHEDULE. COS UC O 2. INITIAL SUBMITTAL: INCLUDE SUBMITTALS REQUIRED DURING THE FIRST 60 DAYS OF CONSTRUCTION. LIST THOSE REQUIRED TO MAINTAIN ORDERLY PROGRESS OF THE WORK AND THOSE REQUIRED EARLY BECAUSE OF LONG LEAD TIME FOR MANUFACTURE OR FABRICATION A F RA T R'S OPTION SHOW SUBMITTALS ON THE PRELIMINARY CONSTRUCTION SCHEDULE INSTE D O A. AT CONT C O , TABULATING THEM SEPARATELY. 3. FINAL SUBMITTAL: SUBMIT CONCURRENTLY WITH THE FIRST COMPLETE SUBMITTAL OF CONTRACTOR'S CONSTRUCTION SCHEDULE. 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. PROCEDURES: COMPLY WITH PROCEDURES CONTAINED IN AGC'S "CONSTRUCTION PLANNING & SCHEDULING." B. TIME FRAME: EXTEND SCHEDULE FROM DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK TO DATE OF FINAL COMPLETION. 1. CONTRACT COMPLETION DATE SHALL NOT BE CHANGED BY SUBMISSION OF A SCHEDULE THAT SHOWS AN EARLY COMPLETION DATE, UNLESS SPECIFICALLY AUTHORIZED BY CHANGE ORDER. C. ACTIVITIES: TREAT EACH STORY OR SEPARATE AREAAS A SEPARATE NUMBERED ACTIVITY FOR EACH PRINCIPAL ELEMENT OF THE WORK. COMPLY WITH THE FOLLOWING: 1. ACTIVITY DURATION: DEFINE ACTIVITIES SO NO ACTIVITY IS LONGER THAN 20 DAYS, UNLESS SPECIFICALLY ALLOWED BY ARCHITECT. 2. PROCUREMENT ACTIVITIES: INCLUDE PROCUREMENT PROCESS ACTIVITIES FOR LONG LEAD ITEMS AND MAJOR ITEMS, REQUIRING A CYCLE OF MORE THAN 60 DAYS, AS SEPARATE ACTIVITIES IN SCHEDULE. PROCUREMENT CYCLE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, SUBMITTALS, APPROVALS, PURCHASING, FABRICATION, AND DELIVERY. 3. SUBMITTAL REVIEW TIME: INCLUDE REVIEW AND RESUBMITTAL TIMES INDICATED IN DIVISION 1 SECTION "SUBMITTAL PROCEDURES" IN SCHEDULE. COORDINATE SUBMITTAL REVIEW TIMES IN CONTRACTOR'S CONSTRUCTION SCHEDULE WITH SUBMITTALS SCHEDULE. 4. STARTUP AND TESTING TIME: INCLUDE NOT LESS THAN 5 DAYS FOR STARTUP AND TESTING. 5. SUBSTANTIAL COMPLETION: INDICATE COMPLETION IN ADVANCE OF DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION, AND ALLOW TIME FOR ARCHITECT'S ADMINISTRATIVE PROCEDURES NECESSARY FOR CERTIFICATION OF SUBSTANTIAL COMPLETION. D CONSTRAINTS: INCLUDE CONSTRAINTS AND WORK RESTRICTIONS INDICATED IN THE CONTRACT DOCUMENTS AND AS FOLLOWS IN SCHEDULE, AND SHOW HOW THE SEQUENCE OF THE WORK IS AFFECTED. 1. PHASING: ARRANGE LIST OF ACTIVITIES ON SCHEDULE BY PHASE. 2. WORK UNDER MORE THAN ONE CONTRACT. INCLUDE A SEPARATE ACTIVITY FOR EACH CONTRACT. 3. WORK BY OWNER: INCLUDE A SEPARATE ACTIVITY FOR EACH PORTION OF THE WORK PERFORMED BY OWNER. 4. PRODUCTS ORDERED IN ADVANCE: INCLUDE A SEPARATE ACTIVITY FOR EACH PRODUCT. INCLUDE DELIVERY DATE INDICATED IN DIVISION 1 SECTION "SUMMARY." DELIVERY DATES INDICATED STIPULATE THE EARLIEST POSSIBLE DELIVERY DATE. 5. OWNER -FURNISHED PRODUCTS: INCLUDE A SEPARATE ACTIVITY FOR EACH PRODUCT. INCLUDE DELIVERY DATE INDICATED IN DIVISION 1 SECTION "SUMMARY." DELIVERY DATES INDICATED STIPULATE THE EARLIEST POSSIBLE DELIVERY DATE. 6. WORK RESTRICTIONS: SHOW THE EFFECT OF THE FOLLOWING ITEMS ON THE SCHEDULE: A_ COORDINATION WITH EXISTING CONSTRUCTION. B. LIMITATIONS OF CONTINUED OCCUPANCIES. C. UNINTERRUPTIBLE SERVICES. D. PARTIAL OCCUPANCY BEFORE SUBSTANTIAL COMPLETION. E. USE OF PREMISES RESTRICTIONS. F. PROVISIONS FOR FUTURE CONSTRUCTION. G. SEASONAL VARIATIONS. H. ENVIRONMENTAL CONTROL. 7. WORK STAGES: INDICATE IMPORTANT STAGES OF CONSTRUCTION FOR EACH MAJOR PORTION OF THE WORK, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. SUBCONTRACT AWARDS. B. SUBMITTALS. C. PURCHASES. D MOCKUPS. E. FABRICATION. F. SAMPLE TESTING. G. DELIVERIES. H. INSTALLATION. I. TESTS AND INSPECTIONS. J. ADJUSTING. K. CURING. L. STARTUP AND PLACEMENT INTO FINAL USE AND OPERATION. 8. AREA SEPARATIONS: IDENTIFY EACH MAJOR AREA OF CONSTRUCTION FOR EACH MAJOR PORTION OF THE WORK. INDICATE WHERE EACH CONSTRUCTION ACTIVITY WITHIN A MAJOR AREA MUST BE SEQUENCED OR INTEGRATED WITH OTHER CONSTRUCTION ACTIVITIES TO PROVIDE FOR THE FOLLOWING: A. STRUCTURAL COMPLETION. B. PERMANENT SPACE ENCLOSURE. C. COMPLETION OF MECHANICAL INSTALLATION. D. COMPLETION OF ELECTRICAL INSTALLATION. E. SUBSTANTIAL COMPLETION. E. MILESTONES: INCLUDE MILESTONES INDICATED IN THE CONTRACT DOCUMENTS IN SCHEDULE, INCLUDING, BUT NOT LIMITED TO, THE NOTICE TO PROCEED, SUBSTANTIAL COMPLETION, AND FINAL COMPLETION. F. COST CORRELATION: AT THE HEAD OF SCHEDULE, PROVIDE A COST CORRELATION LINE, INDICATING PLANNED AND ACTUAL COSTS. ON THE LINE, SHOW DOLLAR VOLUME OF THE WORK PERFORMED AS OF DATES USED FOR PREPARATION OF PAYMENT REQUESTS. 1. REFER TO DIVISION 1 SECTION "PAYMENT PROCEDURES" FOR COST REPORTING AND PAYMENT PROCEDURES. G. CONTRACT MODIFICATIONS: FOR EACH PROPOSED CONTRACT MODIFICATION AND CONCURRENT WITH ITS SUBMISSION, PREPARE ATIME-IMPACT ANALYSIS USING FRAGNETS TO DEMONSTRATE THE EFFECT OF THE PROPOSED CHANGE ON tHE OVERALL PROJECT SCHEDULE. H. COMPUTER SOFTWARE: PREPARE SCHEDULES USING A PROGRAM THAT HAS BEEN DEVELOPED SPECIFICALLY TO MANAGE CONSTRUCTION SCHEDULES. 2.3 REPORTS A. DAILY CONSTRUCTION REPORTS: PREPARE A DAILY CONSTRUCTION REPORT RECORDING THE FOLLOWING INFORMATION CONCERNING EVENTS AT PROJECT SITE: 1. LIST OF SUBCONTRACTORS AT PROJECT SITE. 2- LIST OF SEPARATE CONTRACTORS AT PROJECT SITE. 3. APPROXIMATE COUNT OF PERSONNEL AT PROJECT SITE. 4. HIGH AND LOW TEMPERATURES AND GENERAL WEATHER CONDITIONS. 5. ACCIDENTS. 6. MEETINGS AND SIGNIFICANT DECISIONS. 7. UNUSUAL EVENTS (REFER TO SPECIAL REPORTS). 8. STOPPAGES, DELAYS, SHORTAGES, AND LOSSES. 9. METER READINGS AND SIMILAR RECORDINGS. 10. EMERGENCY PROCEDURES. 11. ORDERS AND REQUESTS OF AUTHORITIES HAVING JURISDICTION. 12. CHANGE ORDERS RECEIVED AND IMPLEMENTED. 13. CONSTRUCTION CHANGE DIRECTIVES RECEIVED. 14. SERVICES CONNECTED AND DISCONNECTED. 15. EQUIPMENT OR SYSTEM TESTS AND STARTUPS. 16. PARTIAL COMPLETIONS AND OCCUPANCIES. 17. SUBSTANTIAL COMPLETIONS AUTHORIZED. B. MATERIAL LOCATION REPORTS: AT WEEKLY INTERVALS, PREPARE A COMPREHENSIVE LIST OF MATERIALS DELIVERED TO AND STORED AT PROJECT SITE. LIST SHALL BE CUMULATIVE, SHOWING MATERIALS PREVIOUSLY REPORTED PLUS ITEMS RECENTLY DELIVERED. INCLUDE WITH LISTA STATEMENT OF PROGRESS ON AND DELIVERY DATES FOR MATERIALS OR ITEMS OF EQUIPMENT FABRICATED OR STORED AWAY FROM PROJECT SITE. C. FIELD CONDITION REPORTS: IMMEDIATELY ON DISCOVERY OF A DIFFERENCE BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS, PREPARE A DETAILED REPORT. SUBMIT WITH A REQUEST FOR INFORMATION. INCLUDE A DETAILED DESCRIPTION OF THE DIFFERING CONDITIONS, TOGETHER WITH RECOMMENDATIONS FOR CHANGING THE CONTRACT DOCUMENTS. 2.4 SPECIAL REPORTS A. GENERAL: SUBMIT SPECIAL REPORTS DIRECTLY TO OWNER WITHIN ONE DAY OF AN OCCURRENCE. DISTRIBUTE COPIES OF REPORT TO PARTIES AFFECTED BY THE OCCURRENCE. B. REPORTING UNUSUAL EVENTS: WHEN AN EVENT OF AN UNUSUAL AND SIGNIFICANT NATURE OCCURS AT PROJECT SITE, WHETHER OR NOT RELATED DIRECTLY TO THE WORK, PREPARE AND SUBMITA SPECIAL REPORT. LIST CHAIN OF EVENTS, PERSONS PARTICIPATING, RESPONSE BY CONTRACTOR'S PERSONNEL, EVALUATION OF RESULTS OR EFFECTS, AND SIMILAR PERTINENT INFORMATION. ADVISE OWNER IN ADVANCE WHEN THESE EVENTS ARE KNOWN OR PREDICTABLE. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. CONTRACTOR'S CONSTRUCTION SCHEDULE UPDATING: AT MONTHLY INTERVALS, UPDATE SCHEDULE TO REFLECT ACTUAL CONSTRUCTION PROGRESS AND ACTIVITIES. ISSUE SCHEDULE ONE WEEK BEFORE EACH REGULARLY SCHEDULED PROGRESS MEETING. 1. REVISE SCHEDULE IMMEDIATELY AFTER EACH MEETING OR OTHER ACTIVITY WHERE REVISIONS HAVE BEEN RECOGNIZED OR MADE. ISSUE UPDATED SCHEDULE CONCURRENTLY WITH THE REPORT OF EACH SUCH MEETING. 2. INCLUDE A REPORT WITH UPDATED SCHEDULE THAT INDICATES EVERY CHANGE, INCLUDING, BUT NOT LIMITED TO, CHANGES IN LOGIC, DURATIONS, ACTUAL STARTS AND FINISHES, AND ACTIVITY DURATIONS. 3. AS THE WORK PROGRESSES, INDICATE ACTUAL COMPLETION PERCENTAGE FOR EACH ACTIVITY. 8. DISTRIBUTION: DISTRIBUTE COPIES OF APPROVED SCHEDULE TO ARCHITECT, OWNER, SEPARATE CONTRACTORS, TESTING AND INSPECTING AGENCIES, AND OTHER PARTIES IDENTIFIED BY CONTRACTOR WITH A NEED -TO -KNOW SCHEDULE RESPONSIBILITY. 1. POST COPIES IN PROJECT MEETING ROOMS AND TEMPORARY FIELD OFFICES. 2 WHEN REVISIONS ARE MADE, DISTRIBUTE UPDATED SCHEDULES TO THE SAME PARTIES AND POST IN THE SAME LOCATIONS. DELETE PARTIES FROM DISTRIBUTION WHEN THEY HAVE COMPLETED THEIR ASSIGNED PORTION OF THE WORK AND ARE NO LONGER INVOLVED IN PERFORMANCE OF CONSTRUCTION ACTIVITIES. 3.2 CONSTRUCTION PHOTOGRAPHS A- MEDIUM: DIGITAL. B. DATE STAMP: UNLESS OTHERWISE INDICATED, DATE AND TIME STAMP EACH PHOTOGRAPH AS IT IS BEING TAKEN SO STAMP IS INTEGRAL TO PHOTOGRAPH. C. PRECONSTRUCTION PHOTOGRAPHS: BEFORE STARTING CONSTRUCTION, TAKE PHOTOGRAPHS OF PROJECT SITE AND SURROUNDING PROPERTIES FROM DIFFERENT VANTAGE POINTS, AS DIRECTED BY ARCHITECT. SHOW EXISTING CONDITIONS ADJACENT TO PROPERTY. D. PERIODIC CONSTRUCTION PHOTOGRAPHS: TAKE PHOTOGRAPHS MONTHLY, COINCIDING WITH CUTOFF DATE ASSOCIATED WITH EACH APPLICATION FOR PAYMENT. PHOTOGRAPHER SHALL SELECT VANTAGE POINTS TO BEST SHOW STATUS OF CONSTRUCTION AND PROGRESS SINCE LAST PHOTOGRAPHS WERE TAKEN. 1. FIELD OFFICE PRINTS: RETAIN ONE SET OF PRINTS OF PERIODIC PHOTOGRAPHS IN FIELD OFFICE AT PROJECT SITE, AVAILABLE AT ALL TIMES FOR REFERENCE. IDENTIFY PHOTOGRAPHS THE SAME AS FOR THOSE SUBMITTED TO ARCHITECT. E. FINAL COMPLETION CONSTRUCTION PHOTOGRAPHS: TAKE COLOR PHOTOGRAPHS AFTER DATE OF SUBSTANTIAL COMPLETION FOR SUBMISSION AS PROJECT RECORD DOCUMENTS. ARCHITECT WILL DIRECT PHOTOGRAPHER FOR DESIRED VANTAGE POINTS. SECTION013301SUBMITTALPROCEDURES PART11GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTING SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER MISCELLANEOUS SUBMITTALS. 1.2 SUBMITTAL PROCEDURES A. GENERAL: ELECTRONIC COPIES OF CAD DRAWINGS OF THE CONTRACT DRAWINGS MAY BE PROVIDED BY THE ARCHITECT T T R' E IN PREPARING SUBMITTALS CONTINGENT UPON EXECUTION OF THE ARCHITECT'S TERMS OF FOR THE CON RAC O SUS TR NI EXCHANGE AGREEMENT. ELEC O C 8. COORDINATION: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION ACTIVITIES. 1. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY. 2 COORDINATE TRANSMITTAL OF DIFFERENT TYPES OF SUBMITTALS FOR RELATED PARTS OF THE WORK SO THAT LAY F THE NEED TO REVIEW SUBMITTAL CONCURRENTLY FOR PR C SIN WILL NOT BE DE ED BECAUSE O S O ES G COORDINATION. A) THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION WITH OTHER SUBMITTALS UNTIL RELATED SUBMITTALS ARE RECEIVED. C. SUBMITTALS SCHEDULE: COMPLY WITH THE REQUIREMENTS OF SECTION 01320 "CONSTRUCTION PROGRESS DOCUMENTATION" FOR A LIST OF SUBMITTALS AND TIME REQUIREMENTS FOR SCHEDULED PERFORMANCE OF RELATED CONSTRUCTION ACTIVITIES. D. PROCESSING TIME: ALLOW ENOUGH TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS. TIME FOR REVIEW SHALL COMMENCE ON THE ARCHITECT'S RECEIPT OF SUBMITTAL. 1. INITIAL REVIEW: ALLOW 10 BUSINESS DAYS FOR THE INITIAL REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF PROCESSING MUST BE DELAYED TO PERMIT COORDINATION WITH SUBSEQUENT SUBMITTALS. THE ARCHITECT WILL ADVISE THE CONTRACTOR WHEN ASUBMITTAL BEING PROCESSED MUST BE DELAYED FOR COORDINATION. 2. CONCURRENT REVIEW: WHERE CONCURRENT REVIEW OF SUBMITTALS BY THE ARCHITECT'S CONSULTANTS, THE OWNER, OR OTHER PARTIES IS REQUIRED, ADDITIONAL TIME BEYOND 10 BUSINESS DAYS MAY BE REQUIRED FOR INITIAL REVIEW OF EACH SUBMITTAL, DEPENDING ON THE LEVEL OF COMPLEXITY OF THE SUBMITTAL. 3. IF INTERMEDIATE SUBMITTAL IS NECESSARY, PROCESS IT IN THE SAME MANNER AS THE INITIAL SUBMITTAL. 4. ALLOW 10 DAYS FOR PROCESSING EACH RESUBMITTAL. 5. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING. JnrISd IC11011 Stamp client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 joh n.ti pion@a Itmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 Hewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@g m a i I. com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. ��"• •• . : ,OFF KLYMSp/v • .� • : : I- I". AR101389 • ;: 0' •, �;•" RC Q r31.7 v I Project I MUV - EPHYRHILLS FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title GENERAL CONDITIONS Drawing No. Issued For Job No. 22013.0 Date Permit 04-15-2022 I _ I I I I I _1 _I- 1 I 1 1 1' I I4u Ilut l.r; 11_ �'r I_ 11! } E. ■1 I I IIIIII 111111�1t .IFI I II I" II .II'11 1'1_'1 - 1 II I I 1" I I I ' 11-11 11. 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IDENTIFICATION PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. 1. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED EACH SUBMITTAL ON LABEL OR TITLE BLOCK. 2. PROVIDE A SPACE APPROXIMATELY 4 BY 5 INCHES ON LABEL OR BESIDE TITLE BLOCK TO RECORD THE CONTRACTOR'S REVIEW AND APPROVAL MARKINGS AND ACTION TAKEN BY THE ARCHITECT. 3. INCLUDE THE FOLLOWING INFORMATION ON LABEL FOR PROCESSING AND RECORDING ACTION TAKEN: A) PROJECT NAME. B) DATE. C) NAME AND ADDRESS OF THE ARCHITECT. D) NAMEANDADDRESS OF THE CONTRACTOR. E) NAMEANDADDRESS OF THE SUBCONTRACTOR. F) NAME AND ADDRESS OF SUPPLIER. G) NAME OF MANUFACTURER. H) UNIQUE IDENTIFIER, INCLUDING REVISION NUMBER. 1) NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. J) DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE. K) OTHER NECESSARY INDENT]FICATION. F. DEVIATIONS: HIGHLIGHT, ENCIRCLE, OR OTHERWISE IDENTIFY DEVIATIONS FROM THE CONTRACT DOCUMENTS ON SUBMITTALS. G. TRANSMITTAL: PACKAGE EACH SUBMITTAL INDIVIDUALLYAND APPROPRIATELY FOR TRANSMITTALAND HANDLING. TRANSMIT EACH SUBMITTAL USING ATRANSMITTAL FORM. THE ARCHITECT WILL DISCARD SUBMITTALS RECEIVED FROM SOURCES OTHER THAN THE SUBCONTRACTOR. 1. ON AN ATTACHED SEPARATE SHEET, PREPARED ON THE CONTRACTOR'S LETTERHEAD, RECORD RELEVANT INFORMATION, REQUESTS FOR DATA, REVISIONS OTHER THAN THOSE REQUESTED BY THE ARCHITECT ON PREVIOUS SUBMITTALS, AND DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING MINOR VARIATIONS AND LIMITATIONS. INCLUDE THE SAME LABEL INFORMATION AS THE RELATED SUBMITTAL. 2. INCLUDE THE SUBCONTRACTOR'S CERTIFICATION STATING THAT THE INFORMATION SUBMITTED COMPLIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 3. TRANSMITTAL FORM: PROVIDE CUSTOM TRANSMITTAL WITH LOCATIONS ON THE FORM TO ROUTE TRANSMITTAL FROM THE SUBCONTRACTOR TO THE ARCHITECT, ARCHITECT TO CONSULTANT, CONSULTANT TO ARCHITECT, AND ARCHITECT TO SUBCONTRACTOR. PROVIDE LOCATIONS ON THE FORM FOR THE FOLLOWING INFORMATION: A) PROJECT NAME. B) DATE. C) DESTINATION (TO). D) SOURCE (FROM). E) NAMES OF SUBCONTRACTOR, MANUFACTURER, AND SUPPLIER. F) CATEGORY AND TYPE OF SUBMITTAL. G) SUBMITTAL PURPOSE AND DESCRIPTION. H) SUBMITTAL AND TRANSMITTAL DISTRIBUTION RECORD. 1) REMARKS. J) SIGNATURE OF TRANSMITTER. K) ACTION OF SUBMITTALS: REVIEWED, REVISE AND RESUBMIT, REJECTED, AND RECEIVED FOR RECORD. H. DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTALS TO MANUFACTURERS, SUBCONTRACTORS, SUPPLIERS, FABRICATORS, INSTALLERS, AUTHORITIES HAVING JURISDICTION, AND OTHERS AS NECESSARY FOR PERFORMANCE OF CONSTRUCTION ACTIVITIES. SHOW DISTRIBUTION ON THE TRANSMITTAL FORMS. I. USE FOR CONSTRUCTION: USE ONLY FINAL SUBMITTALS WITH MARK INDICATION ACTION TAKEN BY THE ARCHITECT IN CONNECTION WITH CONSTRUCTION. SECTION013301SUBMITTALPROCEDURES PART21PRODUCTS 2.1 ACTION SUBMITTALS A. NUMBER OF COPIES: SUBMITA MINIMUM OF 4 COPIES OF EACH SUBMITTAL, UNLESS OTHERWISE INDICATED. FOR SUBMITTALS REQUIRING ACTION BY THE ARCHITECT'S CONSULTANTS, SUBMIT A MINIMUM OF 6 COPIES OF EACH SUBMITTAL. THE ARCHITECT WILL RETURN A MINIMUM OF 2 COPIES. MARK UP AND RETAIN ONE RETURNED COPY AS A PROJECT RECORD DOCUMENT. B. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. 1. IF INFORMATION MUST BE SPECIALLY PREPARED FOR SUBMITTAL BECAUSE STANDARD PRINTED DATAARE NOT SUITABLE FOR USE, SUBMIT AS SHOP DRAWINGS, NOT AS PRODUCT DATA. 2 MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS ARE APPLICABLE. 3. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE: A) MANUFACTURER'S WRITTEN RECOMMENDATIONS. B) MANUFACTURER'S PRODUCT SPECIFICATIONS. C) MANUFACTURER'S INSTALLATION INSTRUCTIONS. D) MANUFACTURER'S CATALOG CUTS E) PRINTED PERFORMANCE CURVES. F) OPERATIONAL RANGE DIAGRAMS. G) STANDARD PRODUCT OPERATING AND MAINTENANCE MANUALS. H) COMPLIANCE WITH RECOGNIZED TRADE ASSOCIATION STANDARDS. 1) COMPLIANCE WITH RECOGNIZED TESTING AGENCY STANDARDS. J) APPLICATION OF TESTING AGENCY LABELS AND SEALS. K) NOTATION OF COORDINATION REQUIREMENTS. C. SHOP DRAWINGS: PREPARE PROJECT SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. 1. PREPARATION: INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE. A) DIMENSIONS. B) IDENTIFICATION OF PRODUCTS. C) FABRICATION AND INSTALLATION DRAWINGS. D) ROUGHING -IN AND SETTING DIAGRAMS. E) WIRING DIAGRAMS SHOWING FIELD INSTALLED WIRING, INCLUDING POWER, SIGNAL, AND CONTROL WIRING. F) SHOPWORK MANUFACTURING INSTRUCTIONS. G) TEMPLATES AND PATTERNS. H) SCHEDULES. 1) DESIGN CALCULATIONS. J) COMPLIANCE WITH SPECIFIED STANDARDS. K) NOTATION OF COORDINATION REQUIREMENTS. L) NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT. 2. WIRING DIAGRAMS. DIFFERENTIATE BETWEEN MANUFACTURER INSTALLED AND FIELD INSTALLED WIRING. 3. SHEET SIZE: EXCEPT FOR TEMPLATES, PATTERNS, AND SIMILAR FULL SIZE DRAWINGS, SUBMIT SHOP DRAWINGS ON SHEETS AT LEAST 8-1/2 BY 11 INCHES BUT NO LARGER THAN 30 BY 40 INCHES. D. SAMPLES: PREPARE PHYSICAL UNITS OF MATERIALS OR PRODUCTS. INCLUDING THE FOLLOWING. 1. SAMPLES FOR INITIAL SELECTION: SUBMIT MANUFACTURER'S COLOR CHARTS CONSISTING OF UNITS OR SECTIONS OF UNITS SHOWING THE FULL RANGE OF COLORS, TEXTURES, AND PATTERNS AVAILABLE. 2. SAMPLES FOR VERIFICATION: SUBMIT FULL SIZE UNITS OR SAMPLES OF SIZE INDICATED. PREPARED FROM THE SAME MATERIAL TO BE USED FOR THE WORK, CURED AND FINISHED IN THE MANNER SPECIFIED, AND PHYSICALLY IDENTICAL WITH THE PRODUCT PROPOSED FOR USE, AND THAT SHOW FULL RANGE OF COLOR AND TEXTURE VARIATIONS EXPECTED. SAMPLES INCLUDE. BUT ARE NOT LIMITED TO, THE FOLLOWING: PARTIAL SECTIONS OF MANUFACTURED OR FABRICATED COMPONENTS; SMALL CUTS OR CONTAINERS OF MATERIALS; COMPLETE UNITS OF REPETITIVELY USED MATERIALS; SWATCHES SHOWING COLOR, TEXTURE, AND PATTERN; COLOR RANGE SETS; AND COMPONENTS USED FOR INDEPENDENT TESTING AND INSPECTION. 3. PREPARATION: MOUNT, DISPLAY, OR PACKAGE SAMPLES IN A MANNER SPECIFIED TO FACILITATE REVIEW OF QUALITIES INDICATED. PREPARE SAMPLES TO MATCH THE ARCHITECT'S SAMPLE WHERE SO INDICATED. ATTACH LABEL ON UNEXPOSED SIDE THAT INCLUDES THE FOLLOWING: A) GENERIC DESCRIPTION OF SAMPLE. 8) PRODUCT NAME OR NAME OF MANUFACTURER. C) SAMPLE SOURCE, 4. ADDITIONAL INFORMATION: ON AN ATTACHED SEPARATE SHEET, PREPARED ON CONTRACTOR'S LETTERHEAD, PROVIDE THE FOLLOWING. A) SIZE LIMITATIONS. B) COMPLIANCE WITH RECOGNIZED STANDARDS. C) AVAILABILITY. D) DELIVERYTIME. 5. SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A FINAL CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN FINAL SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. A) IF VARIATION IN COLOR, PATTERN, TEXTURE, OR OTHER CHARACTERISTIC IS INHERENT IN THE PRODUCT REPRESENTED BY A SAMPLE, SUBMIT AT LEAST 3 SETS OF PAIRED UNITS THAT SHOW APPROXIMATE LIMITS OF THE VARIATIONS. B) REFER TO INDIVIDUAL SPECIFICATION SECTIONS FOR REQUIREMENTS FOR SAMPLES THAT ILLUSTRATE WORKMANSHIP, FABRICATION TECHNIQUES. DETAILS OF ASSEMBLY, CONNECTIONS, OPERATION, AND SIMILAR CONSTRUCTION CHARACTERISTICS. 6. NUMBER OF SAMPLES FOR INITIAL SELECTION: SUBMIT FULL SETS OF AVAILABLE CHOICES WHERE COLOR, PATTERN, TEXTURE, OR SIMILAR CHARACTERISTICS ARE REQUIRED TO BE SELECTED FROM MANUFACTURER'S PRODUCT LINE. ARCHITECT WILL RETURN SUBMITTAL WITH OPTIONS SELECTED. 7. NUMBER OF SAMPLES FOR VERIFICATION: SUBMIT SETS OF SAMPLES. THE ARCHITECT MAY RETAIN SAMPLE SETS; REMAINDER WILL BE RETURNED. MARK UP AND RETAIN ONE RETURNED SAMPLE SET AS A PROJECT RECORD SAMPLE. 8. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT THE PROJECT SITE, AVAILABLE FOR QUALITY CONTROL COMPARISONS THROUGHOUT THE COURSE OF CONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USED TO DETERMINE FINALACCEPTANCE OF CONSTRUCTION ASSOCIATED WITH EACH SET. A) SAMPLES THAT MAY BE INCORPORATED INTO THE WORK ARE INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. SUCH SAMPLES MUST BE IN AN UNDAMAGED CONDITION AT TIME OF USE. B) SAMPLES NOT INCORPORATED INTO THE WORK, OR OTHERWISE DESIGNATED AS THE OWNER'S PROPERTY, ARE THE PROPERTY OF THE CONTRACTOR. E. PRODUCT SCHEDULE OR LIST: PREPARE A WRITTEN SUMMARY INDICATING TYPES OF PRODUCTS REQUIRED FOR THE WORK AND THEIR INTENDED LOCATION. INCLUDE THE FOLLOWING INFORMATION IN TABULAR FORM: 1. TYPE OF PRODUCT; INCLUDE UNIQUE IDENTIFIER FOR EACH PRODUCT. 2. NUMBER AND NAME OF ROOM OR SPACE. 3. LOCATION WITHIN ROOM OR SPACE. F SUBCONTRACT LIST: PREPARE A WRITTEN SUMMARY IDENTIFYING INDIVIDUALS OR FIRMS PROPOSED FOR EACH PORTION OF THE WORK, INCLUDING THOSE WHO ARE TO FURNISH PRODUCTS OR EQUIPMENT FABRICATED TO A SPECIAL DESIGN. INCLUDE THE FOLLOWING INFORMATION IN TABULAR FORM: F NTITY P RF RMIN UBC NTRA T R S PPLYING PRODU T . 1. NAME ADDRESS AND TELEPHONE NUMBER O E E O G S O C O U C S 2. NUMBER AND TITLE OF RELATED SPECIFICATION SECTION(S) COVERED BY SUBCONTRACT. 3. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE, COVERED BY SUBCONTRACT. 2.2 INFORMATIONAL SUBMITTALS A. GENERAL: PREPARE AND SUBMIT INFORMATIONAL SUBMITTALS REQUIRED BY OTHER SPECIFICATION SECTIONS. 1. NUMBER OF COPIES: SUBMIT 2 COPIES OF EACH SUBMITTAL, UNLESS OTHERWISE INDICATED. THEARCHITECT WILL NOT RETURN COPIES. 2. CERTIFICATES AND CERTIFICATIONS: PROVIDE A NOTARIZED STATEMENT THAT INCLUDES SIGNATURE OF ENTITY RESPONSIBLE FOR PREPARING CERTIFICATION. CERTIFICATES AND CERTIFICATIONS SHALL BE SIGNED BY AN OFFICER OR OTHER INDIVIDUAL AUTHORIZED TO SIGN DOCUMENTS ON BEHALF OF THAT ENTITY. 3. TESTAND INSPECTION REPORTS: COMPLY WITH REQUIREMENTS IN SECTION 01400 "QUALITY REQUIREMENTS". C. QUALIFICATION DATA: PREPARE WRITTEN INFORMATION THAT DEMONSTRATES CAPABILITIES AND EXPERIENCE OF FIRM OR PERSON. INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, AND OTHER INFORMATION SPECIFIED. D. PRODUCT CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT PRODUCT COMPLIES WITH REQUIREMENTS. E. WELDING CERTIFICATES: PREPARE WRITTEN CERTIFICATION THAT WELDING PROCEDURES AND PERSONNEL COMPLY WITH REQUIREMENTS. SUBMIT RECORD OF WELDING PROCEDURE SPECIFICATION (WPS)AND PROCEDURE QUALIFICATION RECORD (FOR) ON AWS FORMS. INCLUDE NAMES OF FIRMS AND PERSONNEL CERTIFIED. F. INSTALLER CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT INSTALLER COMPLIES WITH REQUIREMENTS AND, WHERE REQUIRED, IS AUTHORIZED FOR THIS SPECIFIC PROJECT. G. MANUFACTURER'S CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT MANUFACTURER COMPLIES WITH REQUIREMENTS. INCLUDE EVIDENCE OF MANUFACTURING EXPERIENCE WHERE R EQU IRED- H. MATERIAL CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT MATERIAL COMPLIES WITH REQUIREMENTS I. MATERIAL TEST REPORTS: PREPARE REPORTS WRITTEN BYA QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING TEST RESULTS OF MATERIAL FOR COMPLIANCE WITH REQUIREMENTS. J. PRECONSTRUCTION TEST REPORTS: PREPARE REPORTS WRITTEN BY AQUALIFIED TESTING AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING RESULTS OF TEST PERFORMED BEFORE INSTALLATION OF PRODUCT, FOR COMPLIANCE WITH PERFORMANCE REQUIREMENTS. K. COMPATIBILITY TEST REPORTS: PREPARE REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING RESULTS OF COMPATIBILITY TESTS PERFORMED BEFORE INSTALLATION OF PRODUCT. INCLUDE WRITTEN RECOMMENDATIONS FOR PRIMERS AND SUBSTRATE PREPARATION NEEDED FOR ADHESION. L. FIELD TEST REPORTS. PREPARE REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING RESULTS OF FIELD TESTS PERFORMED EITHER DURING INSTALLATION OF PRODUCT OR AFTER PRODUCT IS INSTALLED IN ITS FINAL LOCATION, FOR COMPLIANCE WITH REQUIREMENTS. M. PRODUCT TEST REPORTS: PREPARE WRITTEN REPORTS INDICATING CURRENT PRODUCT PRODUCED BY MANUFACTURER COMPLIES WITH REQUIREMENTS. BASE REPORTS ON EVALUP 'ION OF TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY AQUALIFIED TESTING AGENCY, OR ON COMPREHENSIVE TESTS PERFORMED BYA QUALIFIED TESTING AGENCY. N. MAINTENANCE DATA: PREPARE WRITTEN AND GRAPHIC INSTRUCTIONS AND PROCEDURES FOR OPERATION AND NORMAL MAINTENANCE OF PRODUCTS AND EQUIPMENT. COMPLY WITH REQUIREMENTS IN SECTION 01170 "CLOSEOUT PROCEDURES". O. DESIGN DATA: PREPARE WRITTEN AND GRAPHIC INFORMATION, INCLUDING, BUT NOT LIMITED TO, PERFORMANCE AND DESIGN CRITERIA, LIST OF APPLICABLE CODES AND REGULATIONS, AND CALCULATIONS. INCLUDE LIST OF ASSUMPTIONS AND OTHER PERFORMANCE AND DESIGN CRITERIAAND A SUMMARY OF LOADS. INCLUDE LOAD DIAGRAMS IF APPLICABLE. PROVIDE NAME AND VERSION OF SOFTWARE, IF ANY, USED FOR CALCULATIONS. INCLUDE PAGE NUMBERS. P. MANUFACTURER'S INSTRUCTIONS: PREPARE WRITTEN OR PUBLISHED INFORMATION THAT DOCUMENTS MANUFACTURER'S RECOMMENDATIONS, GUIDELINES, AND PROCEDURES FOR INSTALLING OR OPERATING A PRODUCT OR EQUIPMENT. INCLUDE NAME OF PRODUCT AND NAME, ADDRESS, AND TELEPHONE NUMBER OF MANUFACTURER. INCLUDE THE FOLLOWING, AS APPLICABLE: 1. PREPARATION OF SUBSTRATES. 2. REQUIRED SUBSTRATE TOLERANCES. 3. SEQUENCE OF INSTALLATION OR ERECTION. 4. REQUIRED INSTALLATION TOLERANCES. 5. REQUIRED ADJUSTMENTS. 6. RECOMMENDATIONS FOR CLEANING AND PROTECTION. Q. MANUFACTURER'S FIELD REPORTS: PREPARE WRITTEN INFORMATION DOCUMENTING FACTORY AUTHORIZED SERVICE REPRESENTATIVE'S TESTS AND INSPECTIONS. INCLUDE THE FOLLOWING, AS APPLICABLE. 1. NAME, ADDRESS, AND TELEPHONE NUMBER OF FACTORY AUTHORIZED SERVICE REPRESENTATIVE MAKING REPORT. 2. STATEMENT ON CONDITION OF SUBSTRATES AND THEIR ACCEPTABILITY FOR INSTALLATION OF PRODUCT. 3. STATEMENT THAT PRODUCTS AT PROJECT SITE COMPLY WITH REQUIREMENTS. 4. SUMMARY OF INSTALLATION PROCEDURES BEING FOLLOWED, WHETHER THEY COMPLY WITH REQUIREMENTS AND, IF NOT WHAT CORRECTIVE ACTION WAS TAKEN. 5. RESULTS OF OPERATIONAL AND OTHER TESTS AND A STATEMENT OF WHETHER OBSERVED PERFORMANCE COMPLIES WITH REQUIREMENTS. 6. STATEMENT WHETHER CONDITIONS. PRODUCTS, AND INSTALLATION WILLAFFECT WARRANTY. 7. OTHER REQUIRED ITEMS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. R. INSURANCE CERTIFICATES AND BONDS: PREPARE WRITTEN INFORMATION INDICATING CURRENT STATUS OF INSURANCE OR BONDING COVERAGE. INCLUDE NAME OF ENTITY COVERED BY INSURANCE OR BOND, LIMITS OF COVERAGE, AMOUNTS OF DEDUCTIBLES, IF ANY, AND TERM OF THE COVERAGE. S. MATERIAL SAFETY DATA SHEETS: SUBMIT INFORMATION DIRECTLY TO THE OWNER. IF SUBMITTED TO THE ARCHITECT, THE ARCHITECT WILL NOT REVIEW THIS INFORMATION BUT WILL RETURN IT WITH NO ACTION TAKEN. 3.1 CONTRACTOR'S REVIEW A. REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE SUBMITTING TO THE ARCHITECT. B APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM APPROVAL STAMP. INCLUDE PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION TITLE AND NUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'S APPROVAL, AND STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. 3.2 ARCHITECT'S ACTION A GENERAL: THE ARCHITECT WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR THE CONTRACTOR'S APPROVAL STAMP AND WILL RETURN THEM WITHOUT ACTION. B. ACTION SUBMITTALS: THE ARCHITECT WILL REVIEW EACH SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR MODIFICATIONS REQUIRED, AND RETURN IT. THE ARCHITECT WILL STAMP EACH SUBMITTAL WITH AN ACTION STAMP AND WILL MARK STAMP APPROPRIATELY TO INDICATE ACTION TAKEN, AS FOLLOWS: 1. REVIEWED 2. REVISE AND RESUBMIT 3. REJECTED 4. RECEIVED FOR RECORD C INFORMATIONAL SUBMITTALS: THE ARCHITECT WILL REVIEW EACH SUBMITTAL AND WILL NOT RETURN IT, OR WILL REJECT AND RETURN IT IF IT DOES NOT COMPLY WITH REQUIREMENTS. THE ARCHITECT WILL FORWARD EACH SUBMITTAL TO THE APPROPRIATE PARTY. D. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS WILL NOT BE REVIEWED AND MAY BE DISCARDED. SECTION 01400 1 QUALITY REQUIREMENTS PART11GENERAL 1.1SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY CONTROL. 1.2 DEFINITIONS A. QUALITY ASSURANCE SERVICES: ACTIVITIES, ACTIONS, AND PROCEDURES PERFORMED BEFORE AND DURING EXECUTION OF THE WORK TO GUARD AGAINST DEFECTS AND DEFICIENCIES AND ENSURE THAT PROPOSED CONSTRUCTION COMPLIES WITH THE REQUIREMENTS. B. QUALITY CONTROL SERVICES: TESTS, INSPECTIONS, PROCEDURES, AND RELATED ACTIONS DURING AND AFTER EXECUTION OF THE WORK TO EVALUATE THAT COMPLETED CONSTRUCTION COMPLIES WITH REQUIREMENTS. SERVICES DO NOT INCLUDE CONTRACT ENFORCEMENT ACTIVITIES PERFORMED BY THE ARCHITECT. 1.4 DELEGATED DESIGN A. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BYA DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF THE CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED. 1. IF CRITERIA ARE NOT SUFFICIENT TO PERFORM SERVICES OR CERTIFICATION REQUIRED, SUBMITA WRITTEN REQUEST FOR ADDITIONAL INFORMATION TO THE ARCHITECT. 1.5 REGULATORY REQUIREMENTS A. COPIES OF REGULATIONS: OBTAIN COPIES OF THE FOLLOWING REGULATIONS AND RETAIN AT THE PROJECT SITE TO BE AVAILABLE FOR REFERENCE BY PARTIES WHO HAVE A REASONABLE NEED, INCLUDING, BUT NOT LIMITED TO: A. FLORIDA BUILDING CODE 7TH EDITION (2020); B. 2017 NATIONAL ELECTRICAL CODE; C. FLORIDA BUILDING CODE 7TH EDITION (2020) ENERGY CONSERVATION; D. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020); E. FLORIDA BUILDING CODE 7TH EDITION (2020) MECHANICAL; F. FLORIDA BUILDING CODE 7TH EDITION (2020) PLUMBING. 1.6 SUBMITTALS A. QUALIFICATION DATA: FOR TESTING AGENCIES SPECIFIED IN "QUALITY ASSURANCE"ARTICLE TO DEMONSTRATE THEIR CAPABILITIES AND EXPERIENCE. INCLUDE PROOF OF QUALIFICATIONS IN THE FORM OF A RECENT REPORT ON THE INSPECTION OF THE TESTING AGENCY BY A RECOGNIZED AUTHORITY. B. SCHEDULE OF TESTS AND INSPECTIONS: THE OWNER WILL AUTHORIZE AND INITIATE TESTING AND INSPECTIONS AS REQUIRED. THE SUBCONTRACTORS WILL COOPERATE IN FACILITATING TESTING AND INSPECTIONS. THE OWNER WILL PREPARE SCHEDULES IN TABULAR FORM AND INCLUDE THE FOLLOWING: 1. SPECIFICATION SECTION NUMBER AND TITLE. 2. DESCRIPTION OF TEST AND INSPECTION. 3. IDENTIFICATION OF APPLICABLE STANDARDS. 4. IDENTIFICATION OF TEST AND INSPECTION METHODS. 5. NUMBER OF TESTS AND INSPECTIONS REQUIRED. 6. TIME SCHEDULE OR TIME SPAN FOR TESTS AND INSPECTIONS. 7. ENTITY RESPONSIBLE FOR PERFORMING TESTS AND INSPECTIONS. 8. REQUIREMENTS FOR OBTAINING SAMPLES. 9. UNIQUE CHARACTERISTICS OF EACH QUALITY CONTROL SERVICE. C. REPORTS: PREPARE AND SUBMIT CERTIFIED WRITTEN REPORTS THAT INCLUDE THE FOLLOWING: 1. DATE OF ISSUE. 2. PROJECT TITLE AND NUMBER. 3. NAME, ADDRESS, AND TELEPHONE NUMBER OF TESTING AGENCY. 4. DATES AND LOCATIONS OF SAMPLES AND TESTS OR INSPECTIONS. 5 NAMES OF INDIVIDUALS MAKING TESTS AND INSPECTIONS. 6. DESCRIPTION OF THE WORK AND TEST AND INSPECTION METHOD. 7. IDENTIFICATION OF PRODUCT AND SPECIFICATION SECTION. 8. COMPLETE TEST OR INSPECTION DATA. 9. TEST AND INSPECTION RESULTS AND AN INTERPRETATION OF TEST RESULTS. 10. AMBIENT CONDITIONS AT TIME OF SAMPLE TAKING AND TESTING AND INSPECTING. 11. COMMENTS OR PROFESSIONAL OPINION ON WHETHER TESTED OR INSPECTED WORK COMPLIES WITH THE CONTRACT DOCUMENT REQUIREMENTS. 12. NAME AND SIGNATURE OF LABORATORY INSPECTOR. 13. RECOMMENDATIONS ON RETESTING AND REINSPECTING. 1.7 UALITYASSURANCE Q A. FABRICATOR QUALIFICATIONS: A FIRM EXPERIENCED IN PRODUCING PRODUCTS SIMILAR TO THOSE INDICATED FOR THIS PROJECTAND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, AS WELL AS SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS. B. FACTORY AUTHORIZED SERVICE REPRESENTATIVE QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE OF MANUFACTURER WHO IS TRAINED AND APPROVED BY THE MANUFACTURER TO INSPECT INSTALLATION OF MANUFACTURER'S PRODUCTS THAT ARE SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THOSE INDICATED FOR THIS PROJECT. C. INSTALLER QUALIFICATIONS: A FIRM OR INDIVIDUAL EXPERIENCED IN INSTALLING, ERECTING, OR ASSEMBLING WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT, WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. D. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING PRODUCTS OR SYSTEMS SIMILAR TO THOSE INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. E. PROFESSIONAL ENGINEER QUALIFICATIONS: A PROFESSIONAL ENGINEER WHO IS LEGALLY QUALIFIED TO PRACTICE IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES F N THOSE PERF RMED FOR INSTALLATIONS OF THE OF THE KIND INDICATED. ENGINEERING SERVICES ARE DE I ED AS O SYSTEM, ASSEMBLY, OR PRODUCTS THAT ARE SIMILAR TO THOSE INDICATED FOR THIS PROJECT IN MATERIAL, DESIGN, AND EXTENT F. SPECIALISTS. CERTAIN SECTIONS OF THE SPECIFICATIONS REQUIRE THAT SPECIFIC CONSTRUCTION ACTIVITIES SHALL BE PERFORMED BY ENTITIES WHO ARE RECOGNIZED EXPERTS IN THOSE OPERATIONS. SPECIALISTS SHALL SATISFY QUALIFICATION REQUIREMENTS INDICATED AND SHALL BE ENGAGED FOR THE ACTIVITIES INDICATED. 1. REQUIREMENT FOR SPECIALISTS SHALL NOT SUPERSEDE BUILDING CODES AND SIMILAR REGULATIONS GOVERNING THE WORK, NOR INTERFERE WITH LOCAL TRADE UNION JURISDICTIONAL SETTLEMENTS AND SIMILAR CONVENTIONS. 1.8 QUALITY CONTROL A. OWNER RESPONSIBILITIES: WHERE QUALITY CONTROL SERVICES ARE INDICATED AS THE OWNER'S RESPONSIBILITY, THE OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM THESE SERVICES. 1. THE OWNER WILL FURNISH NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF TESTING AGENCIES ENGAGED AND A DESCRIPTION OF THE TYPES OF TESTING AND INSPECTING THEY ARE ENGAGED TO PERFORM. 2. PAYMENT FOR THESE SERVICES WILL BE MADE FROM TESTING AND INSPECTING ALLOWANCES, AS AUTHORIZED BY CHANGE ORDERS. 3. COSTS FOR RETESTING AND RE -INSPECTING CONSTRUCTION THAT REPLACES OR IS NECESSITATED BY WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS WILL BE CHARGED TO THE CONTRACTOR, WITHOUT A CHANGE IN THE CONTRACT SUM OR DURATION. 4. NOTIFY TESTING AGENCIES AT LEAST 24 HOURS IN ADVANCE OF TIME WHEN THE WORK THAT REQUIRES TESTING OR INSPECTING WILL BE PERFORMED. 5. WHERE QUALITY CONTROL SERVICES ARE INDICATED AS THE CONTRACTOR'S RESPONSIBILITY, SUBMITACERTIFIED WRITTEN REPORT, IN DUPLICATE, OF EACH QUALITY CONTROL SERVICE. 6. TESTING AND INSPECTING REQUESTED BY THE CONTRACTOR AND NOT REQUIRED BY THE CONTRACT DOCUMENTS ARE THE CONTRACTOR'S RESPONSIBILITY. 7. SUBMIT ADDITIONAL COPIES OF EACH WRITTEN REPORT DIRECTLY TO AUTHORITIES HAVING JURISDICTION. WHEN THEY SO DIRECT. D. MANUFACTURER'S FIELD SERVICES: WHERE INDICATED, ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT FIELD ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING SERVICE CONNECTIONS. REPORT RESULTS IN WRITING. E. RETESTING/RE-INSPECTING: REGARDLESS OF WHETHER ORIGINAL TESTS OR INSPECTIONS WERE THE CONTRACTOR'S RESPONSIBILITY, PROVIDE QUALITY CONTROL SERVICES, INCLUDING RETESTING AND RE -INSPECTING, FOR CONSTRUCTION THAT REVISED OR REPLACED WORK THAT FAILED TO COMPLY WITH THE REQUIREMENTS ESTABLISHED BY THE CONTRACT DOCUMENTS. F. TESTING AGENCY RESPONSIBILITIES: COOPERATE WITH THE ARCHITECT AND THE CONTRACTOR IN PERFORMANCE OF DUTIES. PROVIDE QUALIFIED PERSONNEL TO PERFORM REQUIRED TESTS AND INSPECTIONS. 1. NOTIFY THE ARCHITECT AND CONTRACTOR PROMPTLY OF IRREGULARITIES OR DEFICIENCIES OBSERVED IN THE WORK DURING PERFORMANCE OF ITS SERVICES. 2. INTERPRET TESTS AND INSPECTIONS AND STATE IN EACH REPORT WHETHER TESTED AN INSPECTED WORK COMPLIES WITH OR DEVIATES FROM REQUIREMENTS. 3. SUBMITA CERTIFIED WRITTEN REPORT. IN DUPLICATE, OF EACH TEST, INSPECTION, AND SIMILAR QUALITY CONTROL SERVICE THROUGH THE CONTRACTOR. 4. DO NOT RELEASE, REVOKE, ALTER, OR INCREASE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR APPROVE OR ACCEPTANY PORTION OF THE WORK. 5. DO NOT PERFORM ANY DUTIES OF THE CONTRACTOR. G. ASSOCIATED SERVICES: COOPERATE WITH AGENCIES PERFORMING REQUIRED TESTS, INSPECTIONS, AND SIMILAR QUALITY CONTROL SERVICES, AND PROVIDE REASONABLE AUXILIARY SERVICES AS REQUESTED. NOTIFY AGENCY SUFFICIENTLY IN ADVANCE OF OPERATIONS TO PERMIT ASSIGNMENT OF PERSONNEL. PROVIDE THE FOLLOWING: 1. ACCESS TO THE WORK. 2. INCIDENTAL LABOR AND FACILITIES NECESSARY TO FACILITATE TESTS AND INSPECTIONS. 3. ADEQUATE QUANTITIES OF REPRESENTATIVE SAMPLES OF MATERIALS THAT REQUIRE TESTING AND INSPECTING. ASSIST AGENCY IN OBTAINING SAMPLES. 4. FACILITIES FOR STORAGE AND FIELD CURING OF TEST SAMPLES. 5. DELIVERY OF SAMPLES TO TESTING AGENCIES. 6. PRELIMINARY DESIGN MIX PROPOSED FOR USE FOR MATERIAL MIXES THAT REQUIRE CONTROL BYATESTINGAGENCY. 7. SECURITY AND PROTECTION FOR SAMPLES AND FOR TESTING AND INSPECTING EQUIPMENTAT THE PROJECT SITE. H. COORDINATION: COORDINATE SEQUENCE OF ACTIVITIES TO ACCOMMODATE REQUIRED QUALITY ASSURANCE AND QUALITY CONTROL SERVICES WITH A MINIMUM OF DELAY AND TO AVOID NECESSITY OF REMOVING AND REPLACING CONSTRUCTION TO ACCOMMODATE TESTING AND INSPECTING. 1. SCHEDULE TIMES FOR TESTS, INSPECTIONS, OBTAINING SAMPLES, AND SIMILAR ACTIVITIES. PART 2 1 PRODUCTS (NOT USED) PART 3 1 EXECUTION 3.1 REPAIR AND PROTECTION A. GENERAL: ON COMPLETION OF TESTING, INSPECTING, SAMPLE TAKING, AND SIMILAR SERVICES, REPAIR DAMAGED CONSTRUCTION AND RESTORE SUBSTRATES AND FINISHES. 1. PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS. RESTORE PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING AREAS IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING. B. PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY CONTROL SERVICE ACTIVITIES. C. REPAIR AND PROTECTION ARE THE SUBCONTRACTOR'S RESPONSIBILITY, REGARDLESS OF THE ASSIGNMENT OF RESPONSIBILITY FOR QUALITY CONTROL SERVICES. SECTION 01500 1 TEMPORARY FACILITIES PART11GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2SUMMARY A. THIS SECTION INCLUDES REQUIREMENTS FOR TEMPORARY FACILITIES AND CONTROLS, INCLUDING TEMPORARY UTILITIES SUPPORT FACILITIES, AND SECURITY AND PROTECTION FACILITIES. B TEMPORARY UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. SEWERS AND DRAINAGE. 2. WATER SERVICE AND DISTRIBUTION. 4. HEATING AND COOLING FACILITIES. 5. VENTILATION. 6. ELECTRIC POWER SOURCE. 7. LIGHTING. 8. TELEPHONE SERVICE. C. SUPPORT FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. DEWATERING FACILITIES AND DRAINS. 2. PROJECT IDENTIFICATION AND TEMPORARY SIGNS. 3. WASTE DISPOSAL FACILITIES. 4. FIELD OFFICES. 5. STORAGE AND FABRICATION SHEDS. 6. TEMPORARY ELEVATOR USAGE. 7. CONSTRUCTION AIDS AND MISCELLANEOUS SERVICES AND FACILITIES. D. SECURITY AND PROTECTION FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. BARRICADES, WARNING SIGNS, AND LIGHTS. 2. TEMPORARY ENCLOSURES. 3. TEMPORARY PARTITIONS. 4. FIRE PROTECTION. E. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. SECTION 01330 " SUBMITTAL PROCEDURES" FOR PROCEDURES FOR SUBMITTING COPIES OF IMPLEMENTATION AND TERMINATION SCHEDULE AND UTILITY REPORTS. 2. SECTION 01700 "EXECUTION REQUIREMENTS" FOR PROGRESS CLEANING REQUIREMENTS. 1.3 DEFINITIONS A. PERMANENT ENCLOSURE: AS DETERMINED BY THE ARCHITECT, PERMANENT OR TEMPORARY ROOFING IS COMPLETE, INSULATED, AND WEATHERTIGHT; EXTERIOR WALLS ARE INSULATED AND WEATHERTIGHT; AND ALL OPENINGS ARE CLOSED WITH PERMANENT CONSTRUCTION OR SUBSTANTIAL TEMPORARY CLOSURES. 1.4 USE CHARGES A. GENERAL: COST OR USE CHARGES FOR TEMPORARY FACILITIES ARE CHARGEABLE TO THE OWNER AND SHALL NOT BE INCLUDED IN THE CONTRACT SUM. ALLOW OTHER ENTITIES TO USE TEMPORARY SERVICES AND FACILITIES WITHOUT COST, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. OWNER'S CONSTRUCTION FORCES. 2. OCCUPANTS OF THE PROJECT. 3. ARCHITECT. 4. TESTING AGENCIES. 5. PERSONNEL OF AUTHORITIES HAVING JURISDICTION. 6. SEWER SERVICE. 7. WATER SERVICE. 8. ELECTRIC POWER SERVICE. 1.5 SUBMITTALS A. TEMPORARY UTILITY REPORTS: SUBMIT REPORTS OF TESTS, INSPECTIONS, METER READINGS, AND SIMILAR PROCEDURES PERFORMED ON TEMPORARY UTILITIES. B. IMPLEMENTATION AND TERMINATION SCHEDULE: WITHIN 15 DAYS OF DATE ESTABLISHED FOR SUBMITTAL OF THE CONSTRUCTION SCHEDULE, SUBMITA SCHEDULE INDICATING IMPLEMENTATION AND TERMINATION OF EACH TEMPORARY UTILITY. 1.6 QUALITY ASSURANCE A. STANDARDS: COMPLY WITH ANSI A10.6, NECA "TEMPORARY ELECTRICAL FACILITIES", AND NFPA 241; COORDINATE INSTALLATION WITH LOCAL UTILITY. 1. TRADE JURISDICTIONS: ASSIGNED RESPONSIBILITIES FOR INSTALLATION AND OPERATION OF TEMPORARY UTILITIES ARE NOT INTENDED TO INTERFERE WITH TRADE REGULATIONS AND UNION JURISDICTIONS. 2. ELECTRIC SERVICE: COMPLY WITH NECA, NEMA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARY ELECTRIC SERVICE. INSTALL SERVICE TO COMPLY WITH NFPA70. B. TESTS AND IN PECTIONS: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO TE TAND IN P T EA H TEMPORARY S S SEC C UTILITY BEFORE USE. OBTAIN REQUIRED CERTIFICATIONS AND PERMITS. 1.7 PROJECT CONDITIONS A. TEMPORARY UTILITIES: AT THE EARLIEST FEASIBLE TIME, WHEN ACCEPTABLE TO THE OWNER, CHANGE OVER FROM USE OF TEMPORARY SERVICE TO THE USE OF PERMANENT SERVICE. 1. TEMPORARY USE OF PERMANENT FACILITIES: INSTALLER OF EACH PERMANENT SERVICE SHALL ASSUME RESPONSIBILITY FOR OPERATION, MAINTENANCE, AND PROTECTION OF EACH PERMANENT SERVICE DURING ITS USE AS A CONSTRUCTION FACILITY BEFORE THE OWNER'S ACCEPTANCE, REGARDLESS OF PREVIOUSLY ASSIGNED RESPONSIBILITIES. B. CONDITIONS OF USE: THE FOLLOWING CONDITIONS APPLY TO THE USE OF TEMPORARY SERVICES AND FACILITIES BY ALL PARTIES ENGAGED IN THE WORK: 1. KEEP TEMPORARY SERVICES AND FACILITIES CLEAN AND NEAT. 2. RELOCATE TEMPORARY SERVICES AND FACILITIES AS REQUIRED BY PROGRESS OF THE WORK. PART21PRODUCTS 2.1 MATERIALS A. GENERAL: PROVIDE NEW MATERIALS. UNDAMAGED, PREVIOUSLY USED MATERIALS IN SERVICEABLE CONDITION MAY BE USED IF APPROVED BY THE ARCHITECT. PROVIDE MATERIALS SUITABLE FOR USE INTENDED. 2.2 EQUIPMENT A. GENERAL: PROVIDE EQUIPMENT SUITABLE FOR USE INTENDED. B. FIRE EXTINGUISHERS: HAND CARRIED, PORTABLE, UL RATED. PROVIDE CLASS AND EXTINGUISHING AGENT AS INDICATED ORA COMBINATION OF EXTINGUISHERS OF NFPA RECOMMENDED CLASSES FOR EXPOSURES. 1. M Y WITH NFPA 10 AND NFPA 241 FOR CLASSIFICATION EXTINGUISHING AGENT AND SIZE RE UIRED BY LOCATION CO PL Q AND CLASS OF FIRE EXPOSURE. C. SELF CONTAINED TOILET UNITS: SINGLE OCCUPANT UNITS OF CHEMICAL, AERATED RECIRCULATION, OR COMBUSTION TYPE; VENTED; FULLY ENCLOSED WITH A GLASS FIBER REINFORCED POLYESTER SHELL OR SIMILAR NON -ABSORBENT MATERIAL. D. DRINKING WATER FIXTURES: BOTTLED WATER DRINKING WATER UNITS, INCLUDING PAPER CUP SUPPLY. E. HEATING EQUIPMENT: UNLESS THE OWNER AUTHORIZES USE OF PERMANENT HEATING SYSTEM, PROVIDE VENTED, SELF-CONTAINED, LIQUID PROPANE GAS OR FUEL OIL HEATERS WITH INDIVIDUAL SPACE THERMOSTATIC CONTROL. 1. USE OF GASOLINE BURNING SPACE HEATERS, OPEN FLAME HEATERS, OR SALAMANDER TYPE HEATING UNITS IS PROHIBITED. 2. HEATING UNITS: LISTED AND LABELED, BYATESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. AND MARKED FOR INTENDED USE FOR TYPE OF FUEL BEING CONSUMED. F. ELECTRICAL OUTLETS: PROPERLY CONFIGURED, NEMA POLARIZED OUTLETS TO PREVENT INSERTION OF 110 TO 120-V PLUGS INTO HIGHER VOLTAGE OUTLETS; EQUIPPED WITH GROUND FAULT CIRCUIT INTERRUPTERS, RESET BUTTON, AND PILOT LIGHT. G. POWER DISTRIBUTION SYSTEM CIRCUITS: WHERE PERMITTED AND OVERHEAD AND EXPOSED FOR SURVEILLANCE, WIRING CIRCUITS, NOT EXCEEDING 125-VAC, 0-A RATING, AND LIGHTING CIRCUITS MAY BE NONMETALLIC SHEATHED CABLE. PART 3 1 EXECUTION 3.1 GENERAL INSTALLATION A. LOCATE FACILITIES WHERE THEY WILL SERVE THE PROJECT ADEQUATELY AND RESULT IN MINIMUM INTERFERENCE WITH PERFORMANCE OF THE WORK. RELOCATE AND MODIFY FACILITIES AS REQUIRED. B. PROVIDE EACH FACILITY READY FOR USE WHEN NEEDED TO AVOID DELAY. MAINTAIN AND MODIFY AS REQUIRED. DO NOT REMOVE UNTIL FACILITIES ARE NO LONGER NEEDED OR ARE REPLACED BY AUTHORIZED USE OF COMPLETED PERMANENT FACILITIES. 3.2 TEMPORARY UTILITY INSTALLATION A. GENERAL. THE CONTRACTOR WILL ENGAGE APPROPRIATE LOCAL UTILITY COMPANY OR QUALIFIED CONTRACTOR TO INSTALL TEMPORARY SERVICE OR CONNECT TO EXISTING SERVICE. WHERE UTILITY COMPANY PROVIDES ONLY PART OF THE SERVICE, PROVIDE THE REMAINDER WITH MATCHING, COMPATIBLE MATERIALS AND EQUIPMENT. COMPLY WITH UTILITY COMPANY RECOMMENDATIONS. THE ELECTRICAL SUBCONTRACTOR WILL PROVIDE TEMPORARY POWER AND LIGHTING 1. ARRANGE WITH UTILITY COMPANY, AND EXISTING USERS FOR TIME WHEN SERVICE CAN BE INTERRUPTED, IF NECESSARY, TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. B- WATER SERVICE: THE CONTRACTOR WILL PROVIDE FOR WATER SERVICE. THE PLUMBING SUBCONTRACTOR WILL INSTALL DISTRIBUTION PIPING IN SIZES AND PRESSURES ADEQUATE FOR CONSTRUCTION UNTIL PERMANENT WATER SERVICE IS IN USE. STERILIZE TEMPORARY WATER PIPING BEFORE USE. 1. PROVIDE RUBBER HOSES AS NECESSARY TO SERVE THE PROJECT SITE. 2. AS SOON AS WATER IS REQUIRED AT EACH LEVEL, EXTEND SERVICE TO FORM A TEMPORARY WATER AND FIRE PROTECTION STANDPIPE PROVIDE DISTRIBUTION PIPING. SPACE OUTLETS SO WATER CAN BE REACHED WITH A 100 FOOT HOSE. PROVIDE ONE HOSE AT EACH OUTLET. 3. WHERE INSTALLATIONS BELOW AN OUTLET MIGHT BE DAMAGED BY SPILLAGE OR LEAKAGE, PROVIDE A DRIP PAN OF SUITABLE SIZE TO MINIMIZE WATER DAMAGE. DRAIN ACCUMULATED WATER PROMPTLY FROM PANS. 4. PROVIDE PUMPS TO SUPPLY A MINIMUM OF 30 PSI STATIC PRESSURE AT HIGHEST POINT. EQUIP PUMPS WITH SURGE AND STORAGE TANKS AND AUTOMATIC CONTROLS TO SUPPLY WATER UNIFORMLY AT REASONABLE PRESSURES. C. SANITARY FACILITIES: THE CONTRACTOR WILL PROVIDE TEMPORARY TOILETS, WASH FACILITIES, FIRST AID KIT, AND DRINKING WATER FIXTURES. COMPLY WITH REGULATIONS AND HEALTH CODES FOR TYPE, NUMBER, LOCATION, OPERATION, AND MAINTENANCE OF FIXTURES AND FACILITIES. 1. DISPOSABLE SUPPLIES: PROVIDE TOILET TISSUE, PAPER TOWELS, PAPER CUPS, AND SIMILAR DISPOSABLE MATERIALS FOR EACH FACILITY. MAINTAIN ADEQUATE SUPPLY PROVIDE COVERED WASTE CONTAINERS FOR DISPOSAL OF USED MATERIAL. 2. TOILETS: INSTALL SELF-CONTAINED TOILET UNITS SHIELD TOILETS TO ENSURE PRIVACY. 3. WASH FACILITIES: INSTALL WASH FACILITIES SUPPLIED WITH POTABLE WATER AT CONVENIENT LOCATIONS FOR PERSONNEL WHO HANDLE MATERIALS THAT REQUIRE WASH UP. DISPOSE OF DRAINAGE PROPERLY. SUPPLY CLEANING COMPOUNDS APPROPRIATE FOR EACH TYPE OF MATERIAL HANDLED. 4. DRINKING WATER FACILITIES: PROVIDE BOTTLED WATER, DRINKING WATER UNITS. A) WHERE POWER IS ACCESSIBLE, PROVIDE ELECTRIC WATER COOLERS TO MAINTAIN DISPENSED WATER TEMPERATURE AT 45 TO 55 DEG F. 5. LOCATE TOILETS AND DRINKING WATER FIXTURES AS DIRECTED BY THE OWNER. D. HEATING AND COOLING: THE CONTRACTOR WILL PROVIDE TEMPORARY HEATING AND COOLING REQUIRED BY CONSTRUCTION ACTIVITIES FOR CURING OR DRYING OF COMPLETED INSTALLATIONS OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE EFFECTS OF LOW TEMPERATURES OR HIGH HUMIDITY. SELECT EQUIPMENT FROM THAT SPECIFIED THAT WILL NOT HAVE A HARMFUL EFFECT ON COMPLETED INSTALLATIONS OR ELEMENTS BEING INSTALLED. 1. MAINTAIN A MINIMUM TEMPERATURE OF 50 DEG F IN PERMANENTLY ENCLOSED PORTIONS OF BUILDING FOR NORMAL CONSTRUCTION ACTIVITIES, AND 65 DEG F FOR FINISHING ACTIVITIES AND AREAS WHERE FINISHED WORK HAS BEEN INSTALLED. E. VENTILATION AND HUMIDITY CONTROL: THE CONTRACTOR AND SUBCONTRACTOR WILL COORDINATE REQUIREMENTS FOR TEMPORARY VENTILATION REQUIRED BY CONSTRUCTION ACTIVITIES FOR CURING OR DRYING OF COMPLETED INSTALLATIONS OR FOR PROTECTING INSTALLED CONSTRUCTION FROM ADVERSE EFFECTS OF HIGH HUMIDITY. SELECT EQUIPMENT FROM THAT SPECIFIED THAT WILL NOT HAVE A HARMFUL EFFECT ON COMPLETED INSTALLATIONS OR ELEMENTS BEING INSTALLED. COORDINATE VENTILATION REQUIREMENTS TO PRODUCE AMBIENT CONDITION REQUIRED AND MINIMIZE ENERGY CONSUMPTION. F. ELECTRIC POWER SERVICE: THE CONTRACTOR WILL PROVIDE WEATHERPROOF, GROUNDED ELECTRIC POWER SERVICE AND DISTRIBUTION SYSTEM OF SUFFICIENT SIZE, CAPACITY, AND POWER CHARACTERISTICS DURING CONSTRUCTION PERIOD. INCLUDE METERS, TRANSFORMERS, OVERLOAD PROTECTED DISCONNECTING MEANS, AUTOMATIC GROUND FAULT INTERRUPTERS, AND MAIN DISTRIBUTION SWITCHGEAR. 1. INSTALL ELECTRIC POWER SERVICE UNDERGROUND, UNLESS OVERHEAD SERVICE MUST BE USED. 2. INSTALL POWER DISTRIBUTION WIRING OVERHEAD AND RISE VERTICALLY WHERE LEAST EXPOSED TO DAMAGE 3. CONNECT TEMPORARY SERVICE TO THE OWNER'S EXISTING POWER SOURCE, AS DIRECTED BY ELECTRIC COMPANY OFFICIALS. G. ELECTRIC DISTRIBUTION: THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE RECEPTACLE OUTLETS ADEQUATE FOR CONNECTION OF POWER TOOLS AND EQUIPMENT. 1. PROVIDE WATERPROOF CONNECTORS TO CONNECT SEPARATE LENGTHS OF ELECTRICAL POWER CORDS IF SINGLE LENGTHS WILL NOT REACH AREAS WHERE CONSTRUCTION ACTIVITIES ARE IN PROGRESS. DO NOT EXCEED SAFE LENGTH -VOLTAGE RATIO. 2. PROVIDE WARNING SIGNS AT POWER OUTLETS OTHER THAN 110- TO 120-V. 3. PROVIDE METAL CONDUIT, TUBING, OR METALLIC CABLE FOR WIRING EXPOSED TO POSSIBLE DAMAGE. PROVIDE RIGID STEEL CONDUITS FOR WIRING EXPOSED ON GRADES, FLOORS, DECKS, OR OTHER TRAFFIC AREAS. 4. PROVIDE METAL CONDUIT ENCLOSURES OR BOXES FOR WIRING DEVICES. 5. PROVIDE 4-GANG OUTLETS, SPACED SO 100 FOOT EXTENSION CORD CAN REACH EACH AREA FOR POWER HAND TOOLS AND TASK LIGHTING. PROVIDE A SEPARATE 125-VAC, 20-A CIRCUIT FOR EACH OUTLET H. LIGHTING: THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATIONS AND TRAFFIC CONDITIONS. 1. INSTALL AND OPERATE TEMPORARY LIGHTING THAT FULFILLS SECURITY AND PROTECTION REQUIREMENTS WITHOUT OPERATING ENTIRE SYSTEM. 2. PROVIDE ONE 100W INCANDESCENT LAMP PER STORY IN STAIRWAYS AND LADDER RUNS, LOCATED TO ILLUMINATE EACH LANDING AND FLIGHT. 3. INSTALL EXTERIOR YARD SITE LIGHTING THAT WILL PROVIDE ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATIONS, TRAFFIC CONDITIONS, AND SIGNAGE VISIBILITY WHEN THE WORK IS BEING PERFORMED. 3.3 SUPPORT FACILITIES INSTALLATION A. DEWATERING FACILITIES AND DRAINS: THE CONTRACTOR, WITH ASSISTANCE FROM THE PLUMBING AND RETENTION SUBCONTRACTOR, WILL COMPLY WITH REQUIREMENTS IN APPLICABLE DIVISION 2 SECTIONS FOR TEMPORARY DRAINAGE AND DEWATERING FACILITIES AND OPERATIONS NOT DIRECTLY ASSOCIATED WITH CONSTRUCTION ACTIVITIES INCLUDED IN INDIVIDUAL SECTIONS. WHERE FEASIBLE, USE SAME FACILITIES. MAINTAIN PROJECT SITE, EXCAVATIONS. AND CONSTRUCTION FREE OF WATER. 1 I T R IN A LAWFUL MANNER THAT WILL N T RE ULT IN FL ODIN R T OR AD ININ PR TY DISPOSE OF RA NWA E 0 S O G P OJEC JO G OPER NOR ENDANGER PERMANENT WORK OR TEMPORARY FACILITIES. 2. BEFORE CONNECTION AND OPERATION OF PERMANENT DRAINAGE PIPING SYSTEM, PROVIDE TEMPORARY DRAINAGE WHERE ROOFING OR SIMILAR WATERPROOF DECK CONSTRUCTION IS COMPLETED. 3. REMOVE SNOW AND ICE AS REQUIRED TO MINIMIZE ACCUMULATIONS. B. PROJECT IDENTIFICATION AND TEMPORARY SIGNS: DO NOT PERMIT INSTALLATION OF UNAUTHORIZED SIGNS. C. WASTE DISPOSAL FACILITIES: SUBSEQUENT TO DEMOLITION, THE CONTRACTOR WILL PROVIDE WASTE COLLECTION CONTAINERS IN SIZES ADEQUATE TO HANDLE WASTE FROM CONSTRUCTION OPERATIONS. CONTAINERIZE AND CLEARLY LABEL HAZARDOUS, DANGEROUS, OR UNSANITARY WASTE MATERIALS SEPARATELY FROM OTHER WASTE. COMPLY WITH SECTION 01700 "EXECUTION REQUIREMENTS" FOR PROGRESS CLEANING REQUIREMENTS 1. IF REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE SEPARATE CONTAINERS, CLEARLY LABELED, FOR EACH TYPE OF WASTE MATERIAL TO BE DEPOSITED. 2. SUBCONTRACTORS SHALL ASSIST THE CONTRACTOR IN DEVELOPING A WASTE MANAGEMENT PLAN FOR WORK PERFORMED ON THE PROJECT. INDICATE TYPES OF WASTE MATERIALS THE PROJECT WILL PRODUCE AND ESTIMATE QUANTITIES OF EACH TYPE. PROVIDE DETAILED INFORMATION FOR ON SITE WASTE STORAGE AND SEPARATION OF RECYCLABLE MATERIALS. PROVIDE INFORMATION ON DESTINATION OF EACH TYPE OF WASTE MATERIAL AND MEANS TO BE USED TO DISPOSE OF ALL WASTE MATERIALS. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. STORMWATER CONTROL: PROVIDE EARTHEN EMBANKMENTS AND SIMILAR BARRIERS IN AND AROUND EXCAVATIONS AND SUBGRADE CONSTRUCTION, SUFFICIENT TO PREVENT FLOODING BY RUNOFF OF STORMWATER FROM HEAVY RAINS. B. SITE ENCLOSURE FENCE: THE DEMOLITION SUBCONTRACTOR SHALL INSTALL PORTABLE CHAIN LINK ENCLOSURE FENCE WITH LOCKABLE ENTRANCE GATES PRIOR TO ANY CONSTRUCTION ACTIVITY. LOCATE WHERE INDICATED, OR ENCLOSE ENTIRE PROJECT SITE OR PORTION DETERMINED SUFFICIENT TO ACCOMMODATE CONSTRUCTION OPERATIONS INSTALL IN A MANNER THAT WILL PREVENT PEOPLE DOGS AND OTHER ANIMAL FROM EASILY ENTERING SITE EXCEPT BY S ENTRANCE GATES. 1. SET FENCE POSTS IN METAL BASES. 2. PROVIDE GATES IN SIZES AND AT LOCATIONS NECESSARY TO ACCOMMODATE DELIVERY VEHICLES AND OTHER CONSTRUCTION OPERATIONS. 3. MAINTAIN SECURITY BY LIMITING NUMBER OF KEYS AND RESTRICTING DISTRIBUTION TO AUTHORIZED PERSONNEL. PROVIDE THE OWNER WITH ONE SET OF KEYS. C. SECURITY ENCLOSURE AND LOCKUP: INSTALL SUBSTANTIAL TEMPORARY ENCLOSURE AROUND PARTIALLY COMPLETED AREAS OF CONSTRUCTION. PROVIDE LOCKABLE ENTRANCES TO PREVENT UNAUTHORIZED ENTRANCE, VANDALISM, THEFT, AND SIMILAR VIOLATIONS OF SECURITY. SECTION 01600 1 PRODUCT REQUIREMENTS PART 1 1 GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERALAND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A. THIS SECTION INCLUDES THE FOLLOWING ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS: SELECTION OF PRODUCTS FOR USE IN THE PROJECT; PRODUCT DELIVERY, STORAGE, AND HANDLING; MANUFACTURERS' STANDARD WARRANTIES OF PRODUCTS; SPECIAL WARRANTIES; PRODUCT SUBSTITUTIONS; AND COMPARABLE PRODUCTS. 1.3 DEFINITIONS A. PRODUCTS: ITEMS PURCHASED FOR INCORPORATING INTO THE WORK, WHETHER PURCHASED FOR PROJECT OR TAKEN FROM PREVIOUSLY PURCHASED STOCK. THE TERM "PRODUCT" INCLUDES THE TERMS "MATERIAL", "EQUIPMENT". 'SYSTEM", AND TERMS OF SIMILAR INTENT. 1. NAMED PRODUCTS: ITEMS IDENTIFIED BY MANUFACTURER'S PRODUCT NAME, INCLUDING MAKE OR MODEL NUMBER OR OTHER DESIGNATION, SHOWN OR LISTED IN MANUFACTURER'S PUBLISHED PRODUCT LITERATURE, THAT IS CURRENT AS OF DATE OF THE CONTRACT DOCUMENTS. 2. NEW PRODUCTS: ITEMS THAT HAVE NOT PREVIOUSLY BEEN INCORPORATED INTO ANOTHER PROJECT OR FACILITY. PRODUCTS SALVAGED OR RECYCLED FROM OTHER PROJECTS ARE NOT CONSIDERED NEW PRODUCTS. 3. COMPARABLE PRODUCT: PRODUCT THAT IS DEMONSTRATED AND APPROVED THROUGH SUBMITTAL PROCESS, OR WHERE INDICATED AS A PRODUCT SUBSTITUTION, TO HAVE THE INDICATED QUALITIES RELATED TO TYPE, FUNCTION, DIMENSION, IN-SERVICE PERFORMANCE, PHYSICAL PROPERTIES, APPEARANCE, AND OTHER CHARACTERISTICS THAT EQUAL OR EXCEED THOSE OF SPECIFIED PRODUCT. B. SUBSTITUTIONS: CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND METHODS OF CONSTRUCTION FROM THOSE REQUIRED BY THE CONTRACT DOCUMENTS AND PROPOSED BY THE CONTRACTOR. C. MANUFACTURER'S WARRANTY: PREPRINTED WRITTEN WARRANTY PUBLISHED BY INDIVIDUAL MANUFACTURER FOR A PARTICULAR PRODUCT AND SPECIFICALLY ENDORSED BY MANUFACTURER TO OWNER. D. SPECIAL WARRANTY: WRITTEN WARRANTY REQUIRED BY OR INCORPORATED INTO THE CONTRACT DOCUMENTS, EITHER TO EXTEND TIME LIMIT PROVIDED BY MANUFACTURER'S WARRANTY OR TO PROVIDE MORE RIGHTS FOR OWNER. 1.4 SUBMITTALS A. PRODUCT LIST: SUBMITA LIST, IN TABULAR FORM, SHOWING SPECIFIED PRODUCTS. INCLUDE GENERIC NAMES OF PRODUCTS REQUIRED. INCLUDE MANUFACTURER'S NAME AND PROPRIETARY PRODUCT NAMES FOR EACH PRODUCT. 1. COORDINATE PRODUCT LIST WITH OWNER'S CONSTRUCTION SCHEDULE AND THE SUBMITTALS SCHEDULE. 2. FORM: TABULATE INFORMATION FOR EACH PRODUCT UNDER THE FOLLOWING COLUMN HEADLINES: A) SPECIFICATION SECTION NUMBER AND TITLE. B) GENERIC NAME USED IN THE CONTRACT DOCUMENTS. C) PROPRIETARY NAME, MODEL NUMBER, AND SIMILAR DESIGNATIONS. D) MANUFACTURER'S NAME AND ADDRESS. E) SUPPLIER'S NAME AND ADDRESS. F) INSTALLER'S NAME AND ADDRESS. G) PROJECTED DELIVERY DATE OR TIME SPAN OF DELIVERY PERIOD. H) IDENTIFICATION OF ITEMS THAT REQUIRE EARLY SUBMITTAL APPROVAL FOR SCHEDULED DELIVERY DATE. 3. INITIAL SUBMITTAL: WITHIN 30 DAYS AFTER DATE OF COMMENCEMENT OF THE WORK, SUBMIT 4 COPIES OF INITIAL PRODUCT LIST. INCLUDE A WRITTEN EXPLANATION FOR OMISSIONS OF DATAAND FOR VARIATIONS FROM CONTRACT REQUIREMENTS. A) AT SUBCONTRACTOR'S OPTION, INITIAL SUBMITTAL MAY BE LIMITED TO PRODUCT SELECTIONS AND DESIGNATIONS THAT MUST BE ESTABLISHED EARLY IN THE CONTRACT PERIOD. 4. COMPLETED LIST: WITHIN 60 DAYS AFTER DATE OF COMMENCEMENT OF THE WORK, SUBMIT 4 COPIES OF COMPLETED PRODUCT LIST. THE ARCHITECT'S RESPONSE WILL INCLUDE A LIST OF UNACCEPTABLE PRODUCT SELECTIONS AND A BRIEF EXPLANATION OF REASONS FOR THIS ACTION. ARCHITECT'S RESPONSE, OR LACK OF RESPONSE, DOES NOT CONSTITUTE A WAIVER OF REQUIREMENT THAT PRODUCTS COMPLY WITH THE CONTRACT DOCUMENTS. B. SUBSTITUTION REQUESTS: SUBMIT 3 COPIES OF EACH REQUEST FOR CONSIDERATION. IDENTIFY PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED. INCLUDE SPECIFICATION SECTION NUMBERAND TITLE AND DRAWING NUMBERS AND TITLES. 1. SUBSTITUTION REQUEST FORM: USE CSI FORM 13.1A. 2. DOCUMENTATION: SHOW COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS AND THE FOLLOWING, AS APPLICABLE. A) STATEMENT INDICATING WHY SPECIFIED MATERIAL OR PRODUCT CANNOT BE PROVIDED. B) COORDINATION INFORMATION, INCLUDING A LIST OF CHANGES OR MODIFICATIONS NEEDED TO OTHER PARTS OF THE WORK AND TO CONSTRUCTION PERFORMED BY OWNER AND SEPARATE CONTRACTORS, THAT WILL BE NECESSARY TO ACCOMMODATE PROPOSED SUBSTITUTION. C) DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTION WITH THOSE OF THE WORK SPECIFIED. SIGNIFICANT QUALITIES MAY INCLUDE ATTRIBUTES SUCH AS PERFORMANCE, WEIGHT, SIZE, DURABILITY, VISUAL EFFECT, AND SPECIFIC FEATURES AND REQUIREMENTS INDICATED. D) PRODUCT DATA, INCLUDING DRAWINGS AND DESCRIPTIONS OF PRODUCTS AND FABRICATION AND INSTALLATION PROCEDURES. E) SAMPLES, WHERE APPLICABLE OR REQUESTED. F) LIST OF SIMILAR INSTALLATIONS FOR COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES AND NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS. G) MATERIAL TEST REPORTS FROM A QUALIFIED TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS FOR COMPLIANCE WITH REQUIREMENTS INDICATED. H) RESEARCH/EVALUATION REPORTS EVIDENCING COMPLIANCE WITH BUILDING CODE IN EFFECT FOR THE PROJECT, FROM A MODEL CODE ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1) DETAILED COMPARISON OF OWNER'S CONSTRUCTION SCHEDULE USING PROPOSED SUBSTITUTION WITH PRODUCTS SPECIFIED FOR THE WORK, INCLUDING EFFECT ON THE OVERALL CONTRACT TIME. IF SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED WITHIN THE CONTRACT TIME, INCLUDE LETTER FROM MANUFACTURER, ON MANUFACTURER'S LETTERHEAD, STATING LACK OF AVAILABILITY OR DELAYS IN DELIVERY. J) COST INFORMATION, INCLUDING A PROPOSAL OF CHANGE, IF ANY, IN THE CONTRACT SUM. K) SUBCONTRACTOR'S CERTIFICATION THAT PROPOSED SUBSTITUTION COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS AND IS APPROPRIATE FOR APPLICATIONS INDICATED. L) SUBCONTRACTOR'S WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME THAT MAY SUBSEQUENTLY BECOME NECESSARY BECAUSE OF FAILURE OF PROPOSED SUBSTITUTION TO PRODUCE INDICATED RESULTS. 3. ARCHITECT'S ACTION: IF NECESSARY, THE ARCHITECT WILL REQUEST ADDITIONAL INFORMATION OR DOCUMENTATION FOR EVALUATION WITHIN ONE WEEK OF RECEIPT OF A REQUEST FOR SUBSTITUTION. THE ARCHITECT WILL NOTIFY THE SUBCONTRACTOR OF ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTION WITHIN 15 DAYS OF RECEIPT OF REQUEST, OR 7 DAYS OF RECEIPT OF ADDITIONAL INFORMATION OR DOCUMENTATION, WHICHEVER IS LATER. A) FORM OF ACCEPTANCE: CHANGE ORDER. B) USE PRODUCT SPECIFIED IF THE ARCHITECT CANNOT MAKE A DECISION ON USE OF A PROPOSED SUBSTITUTION WITHIN TIME ALLOCATED. 1.5 QUALITY ASSURANCE A. COMPATIBILITY OF OPTIONS: IF THE SUBCONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE PRODUCTS FOR USE ON THE PROJECT, PRODUCT SELECTED SHALL BE COMPATIBLE WITH PRODUCTS PREVIOUSLY SELECTED, EVEN IF PREVIOUSLY SELECTED PRODUCTS WERE OPTIONS. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. DELIVER, STORE, AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE. DETERIORATION. AND LOSS, INCLUDING THEFT. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. SCHEDULE DELIVERY TO MINIMIZE LONG TERM STORAGE AT THE PROJECT SITE AND TO PREVENT OVERCROWDING OF CONSTRUCTION SPACES. 2. COORDINATE DELIVERY WITH INSTALLATION TIME TO ENSURE MINIMUM HOLDING TIME FOR ITEMS THATARE FLAMMABLE, HAZARDOUS, EASILY DAMAGED, OR SENSITIVE TO DETERIORATION, THEFT, AND OTHER LOSSES. 3- DELIVER PRODUCTS TO THE PROJECT SITE IN AN UNDAMAGED CONDITION IN MANUFACTURER'S ORIGINAL SEALED CONTAINER OR OTHER PACKAGING SYSTEM, COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. 4. INSPECT PRODUCTS ON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. 5. STORE PRODUCTS TO ALLOW FOR INSPECTION AND MEASUREMENT OF QUANTITY OR COUNTING OF UNITS. 6. STORE MATERIALS IN A MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE. 7. STORE PRODUCTS THATARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WEATHERTIGHT ENCLOSURE ABOVE GROUND, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. 8. COMPLY WITH PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE, HUMIDITY, VENTILATION, AND WEATHER PROTECTIONS REQUIREMENTS FOR STORAGE. 9. PROTECT STORED PRODUCTS FORM DAMAGE. B. STORAGE: PROVIDE A SECURE LOCATION AND ENCLOSURE AT THE PROJECT SITE FOR STORAGE OF MATERIALS AND EQUIPMENT BY THE OWNER'S CONSTRUCTION FORCES. COORDINATE LOCATION WITH THE OWNER. 1.7 PRODUCT WARRANTIES A. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES REQUIRED BY THE CONTRACT DOCUMENTS. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON PRODUCT WARRANTIES DO NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B. SPECIAL WARRANTIES: PREPARE A WRITTEN DOCUMENT THAT CONTAINS APPROPRIATE TERMS AND IDENTIFICATION, READY FOR EXECUTION. SUBMITA DRAFT FOR APPROVAL BEFORE FINAL EXECUTION. 1. MANUFACTURER'S STANDARD FORM: MODIFIED TO INCLUDE PROJECT SPECIFIC INFORMATION AND PROPERLY EXECUTED. 2. REFER TO DIVISION 2 THROUGH 16 SECTIONS FOR SPECIFIC CONTENT REQUIREMENTS AND PARTICULAR REQUIREMENTS FOR SUBMITTING SPECIAL WARRANTIES. C. SUBMITTAL TIME: COMPLY WITH REQUIREMENTS IN SECTION 01770 "CLOSEOUT PROCEDURES". PART21PRODUCTS 2.1 PRODUCT OPTIONS A. PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, THATARE UNDAMAGED, AND UNLESS OTHERWISE INDICATED, THAT ARE NEW AT THE TIME OF INSTALLATION. 1. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION AND INDICATED USE AND EFFECT 2. STANDARD PRODUCTS: IF AVAILABLE, AND UNLESS CUSTOM PRODUCTS OR NONSTANDARD OPTIONS ARE SPECIFIED, PROVIDE STANDARD PRODUCTS OF TYPES THAT HAVE BEEN PRODUCED AND USED SUCCESSFULLY IN SIMILAR SITUATIONS ON OTHER PROJECTS. 3. THE OWNER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. 4. WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "AS SELECTED", THE ARCHITECT WILL MAKE THE SELECTION. 5 WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "MATCH SAMPLE", SAMPLE TO BE MATCHED IS THE ARCHITECT'S. 6. DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH "SALIENT HARA TERI TICS" OF PRODUCTS. C C S 7. OR EQUAL. WHERE PRODUCTS ARE SPECIFIED BY NAME AND ACCOMPANIED BY THE TERM "OR EQUAL" OR "OR APPROVED EQUAL" OR "OR APPROVED", COMPLY WITH PROVISIONS IN "COMPATIBLE PRODUCTS" ARTICLE TO OBTAIN APPROVAL FOR USE OF AN UNNAMED PRODUCT. B PRODUCT SELECTION PROCEDURES: PROCEDURES FOR PRODUCT SELECTION INCLUDE THE FOLLOWING: P D H RE SPE IFICATION PARAGRAPHS R UBPARAG PH TITLED "P ODUCT " INTR DUCE A LIST OF NAMES 1 RO UCTS W E C O S RA S R S O OF BOTH PRODUCTS AND MANUFACTURERS, PROVIDE ONE OF THE PRODUCTS LISTED THAT COMPLIES WITH REQUIREMENTS. A) SUBSTITUTIONS MAY BE CONSIDERED, UNLESS OTHERWISE INDICATED. 2. MANUFACTURERS: WHERE SPECIFICATION PARAGRAPHS OR SUBPARAGRAPHS TITLED "MANUFACTURERS" INTRODUCE A LIST OF MANUFACTURERS' NAMES, PROVIDE A PRODUCT BY ONE OF THE MANUFACTURERS LISTED THAT COMPLIES WITH REQUIREMENTS. A) SUBSTITUTIONS MAY BE CONSIDERED, UNLESS OTHERWISE INDICATED. 3 ALLOWANCES: REFER TO INDIVIDUAL SPECIFICATION SECTIONS AND "ALLOWANCE" PROVISIONS IN DIVISION 1 FOR ALLOWANCES THAT CONTROL PRODUCT SELECTION AND FOR PROCEDURES REQUIRED FOR PROCESSING SUCH SELECTIONS. 2.2 PRODUCT SUBSTITUTIONS A. TIMING: THE ARCHITECT WILL CONSIDER REQUESTS FOR SUBSTITUTION IF RECEIVED WITHIN 60 DAYS AFTER COMMENCEMENT OF THE WORK. REQUESTS RECEIVED AFTER THAT TIME MAY BE CONSIDERED OR REJECTED AT THE DISCRETION OF THE ARCHITECT. B. CONDITIONS: THE ARCHITECT WILL CONSIDER THE SUBONTRACTOR'S REQUEST FOR SUBSTITUTION WHEN THE FOLLOWING CONDITIONS ARE SATISFIED. IF THE FOLLOWING CONDITIONS ARE NOT SATISFIED, THE ARCHITECT WILL RETURN REQUESTS WITHOUT ACTION, EXCEPT TO RECORD NONCOMPLIANCE WITH THESE REQUIREMENTS: 1. REQUESTED SUBSTITUTION OFFERS THE OWNER A SUBSTANTIAL ADVANTAGE IN COST, TIME, ENERGY CONSERVATION, OR OTHER CONSIDERATIONS, AFTER DEDUCTING ADDITIONAL RESPONSIBILITIES THE OWNER MUST ASSUME. THE OWNER'S ADDITIONAL RESPONSIBILITIES MAY INCLUDE COMPENSATION TO THE ARCHITECT FOR REDESIGN AND EVALUATION SERVICES, INCREASED COST OF OTHER CONSTRUCTION BY THE OWNER, AND SIMILAR CONSIDERATIONS, Jurisdiction Stamp client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@g ma il.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR. 2022 ISSUED FOR CLIENT REVIEW Issue date Issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. GG Or FLOR �v. . �� �` � •9 y: FF KLYMSON y r 7l _- • :� .� :•• AR101389 ; U t�G. •;�� /• •� r' ' •, E •P R D Project MUV - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title GENERAL CONDITIONS Drawing No. A008 Issued For Job No. 22013.0 Date Permit 04-15-2022 _�L- I I III I I 11 I ' I I I I I. 1111 I I' 11:III1II'-II I II II i'I 11'I ___ III I 1.1 IL _ 11'L I I I II I II r I' II I -1 -1 I: I I I I I 11. ' I _ I __' I I E L_ 0 0 N 0 0 0 C a ? N a`> > O m t 3 Y 2 0 E V_ a a 0 a) a) > M -C > m E O = m is 0 V) •v 0 C 2+ a d o c ai o.,o tE n M O = a) t 0 > V) 0 U a) Q) 0 U 02 o Q o m z a C 5 C Ov a c In N a`> 0 0 .(D 'Fn 3 � N N M = a a) C U c � W B 3 0 'c (n - 3 X 1] 'T o t5 1n N C = a 0Q o C1 m 4 E w o a7 0 0 0 M c a I?" o m- 0 "U z N 0 3 'D o � `o a c P ° Q a) c 2$ 0 = ° 0 >N ,, C Y M M= a �t o E 5 1E � c >1 0 c 8 m E °' 3 o) M 0) m `o `o 2 � W N O 0) c C. = oY N >. 0 .) 3 C c W O •� 0 a) a3 0 {t U U a c� W -8 L ao C Y .-� a) o c c 3 a 0 N •0 �-0 C M m b 0 'O N U "D cZ c a) w 0 C aU Ica E a) a 8= 0 -0 E Y =Q 0 m m -2 m� O) U O d V G L M a) 3 a) c �8 L rn rC 3 m 4) 0 O) N ° CoC ° _ 5 U N a) � M c 3 m 0 c = O 7 � 3 3 In c N C Y Vj r «4 t M In 'C C O a U �, a L N N -O $ M -C U M L L ` N a) Q O (U a> W a- = a) f- C a) a) O Z > 0 0 Q a) = �� 3 00 = Z :z 0 O a H ) a_ i °a O In U zi SECTION 01600 1 PRODUCT REQUIREMENTS (CONTINUED) 2. REQUESTED SUBSTITUTION DOES NOT REQUIRE EXTENSIVE REVISIONS TO THE CONTRACT DOCUMENTS. 3. REQUESTED SUBSTITUTION IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND WILL PROVIDE INDICATED RESULTS. 4. SUBSTITUTION REQUEST IS FULLY DOCUMENTED AND PROPERLY SUBMITTED. 5. REQUESTED SUBSTITUTION WILL NOT ADVERSELY AFFECT OWNER'S CONSTRUCTION SCHEDULE. 6. REQUESTED SUBSTITUTION HAS RECEIVED NECESSARY APPROVALS OF AUTHORITIES HAVING JURISDICTION. 7. REQUESTED SUBSTITUTION IS COMPATIBLE WITH OTHER PORTIONS OF THE WORK. 8. REQUESTED SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS OF THE WORK. 9. REQUESTED SUBSTITUTION PROVIDES SPECIFIED WARRANTY. 2.3 COMPARABLE PRODUCTS A. WHERE PRODUCTS OR MANUFACTURERS ARE SPECIFIED BY NAME, SUBMIT THE FOLLOWING, IN ADDITION TO OTHER REQUIRED SUBMITTALS, TO OBTAIN APPROVAL OF AN UNNAMED PRODUCT: 1. EVIDENCE THAT THE PROPOSED PRODUCT DOES NOT REQUIRE EXTENSIVE REVISIONS TO THE CONTRACT DOCUMENTS, THAT IT IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND WILL PRODUCE THE INDICATED RESULTS, AND THAT IT IS COMPATIBLE WITH OTHER PORTIONS OF THE WORK. 2. DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED PRODUCT WITH THOSE NAMED IN THE SPECIFICATIONS. SIGNIFICANT QUALITIES INCLUDE ATTRIBUTES SUCH AS PERFORMANCE, WEIGHT, SIZE, DURABILITY, VISUAL EFFECT, AND SPECIFIC FEATURES AND REQUIREMENTS INDICATED. 3. EVIDENCE THAT PROPOSED PRODUCT PROVIDES SPECIFIED WARRANTY. 4. LIST OF SIMILAR INSTALLATIONS FOR COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES AND NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, IF REQUESTED. 5. SAMPLES, IF REQUESTED. PART 3 1 EXECUTION (NOT USED) SECTION 01700 1 EXECUTION REQUIREMENTS PART11GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERALAND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A, THIS SECTION INCLUDES GENERAL PROCEDURAL REQUIREMENTS GOVERNING EXECUTION OF THE WORK INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. CONSTRUCTION LAYOUT. 2. GENERAL INSTALLATION OF PRODUCTS. 3. PROGRESS CLEANING. 4. STARTING AND ADJUSTING. 5. PROTECTION OF INSTALLED CONSTRUCTION. 6. CORRECTION OF THE WORK. B. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. SECTION 01310 "PROJECT MANAGEMENT AND COORDINATION" FOR PROCEDURES FOR COORDINATING FIELD ENGINEERING WITH OTHER CONSTRUCTION ACTIVITIES. 2. SECTION 01330 "SUBMITTAL PROCEDURES" FOR SUBMITTING SURVEYS. 3. SECTION 01731 "CUTTING AND PATCHING" FOR PROCEDURAL REQUIREMENTS FOR CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OR PERFORMANCE OF OTHER COMPONENTS OF THE WORK. 4. SECTION 01770 "CLOSEOUT PROCEDURES" FOR SUBMITTING FINAL PROPERTY SURVEY WITH PROJECT RECORD DOCUMENTS. RECORDING OF OWNER ACCEPTED DEVIATIONS FROM INDICATED LINES AND LEVELS, AND FINAL CLEANING PART 2 1 PRODUCTS (NOT USED) PART 3 1 EXECUTION 3.1 EXAMINATION A. EXISTING UTILITIES: THE EXISTENCE AND LOCATION OF EXISTING UTILITIES AND CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING WORK, INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER CONSTRUCTION AFFECTING THE WORK. 1. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND POINTS OF CONNECTION OF UTILITY SERVICES. 2. FURNISH LOCATION DATA FOR WORK RELATED TO THE PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. B. ACCEPTANCE OF CONDITIONS: EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WITH INSTALLER OR APPLICATOR PRESENT WHERE INDICATED, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE; RECORD OBSERVATIONS. 1. VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS. 2. EXAMINE ROUGHING -IN FOR MECHANICALAND ELECTRICAL SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONNECTIONS BEFORE EQUIPMENT AND FIXTURE INSTALLATION. 3. EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS AND SYSTEMS ARE TO BE INSTALLED. 4- PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PROCEEDING WITH THE WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS. 3.2 PREPARATION A. EXISTING UTILITY INFORMATION: FURNISH INFORMATION TO LOCAL UTILITY AND OWNER THAT IS NECESSARY ADJUST, MOVE, OR RELOCATE EXISTING UTILITY STRUCTURES, UTILITY POLES, LINES, SERVICES, OR OTHER UTILITY APPURTENANCES LOCATED IN OR AFFECTED BY CONSTRUCTION. COORDINATE WITH AUTHORITIES HAVING JURISDICTION. B. EXISTING UTILITY INTERRUPTIONS: DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS UNLESS PERMITTED UNDER THE FLOWING CONDITIONS AND THEN ONLY AFTERARRANGING TO PROVIDE TEMPORARY UTILITY SERVICES ACCORDING TO REQUIREMENTS INDICATED: 1. NOTIFY THE OWNER NOT LESS THAN 2 DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. 2. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT OWNER'S WRITTEN PERMISSION. C. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. D. SPACE REQUIREMENTS: VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ON THE DRAWINGS. E. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: IMMEDIATELY ON DISCOVERY OF THE NEED FOR CLARIFICATION OF THE CONTRACT DOCUMENTS, SUBMIT A REQUEST FOR INFORMATION TO THE ARCHITECT. INCLUDE A DETAILED DESCRIPTION OF PROBLEM ENCOUNTERED, TOGETHER WITH RECOMMENDATIONS FOR CHANGING THE CONTRACT DOCUMENTS. 3.3 CONSTRUCTION LAYOUT A. VERIFICATION: BEFORE PROCEEDING TO LAY OUT THE WORK, VERIFY LAYOUT INFORMATION SHOWN ON THE DRAWINGS, IN RELATION TO THE PROPERTY SURVEYAND EXISTING BENCHMARKS. IF DISCREPANCIES ARE DISCOVERED, NOTIFY THE ARCHITECT PROMPTLY. B. GENERAL: ENGAGE A LAND SURVEYOR TO LAY OUT THE WORK USING ACCEPTED SURVEYING PRACTICES. 1. ESTABLISH BENCHMARKS AND CONTROL POINTS TO SET LINES AND LEVELS AT EACH STORY OF CONSTRUCTION AND ELSEWHERE AS NEEDED TO LOCATE EACH ELEMENT OF THE PROJECT. 2. ESTABLISH DIMENSIONS WITHIN TOLERANCES INDICATED. DO NOT SCALE DRAWINGS TO OBTAIN REQUIRED DIMENSIONS. 3. INFORM INSTALLERS OF LINES AND LEVELS TO WHICH THEY MUST COMPLY. 4. CHECK THE LOCATION, LEVEL AND PLUMB, OF EVERY MAJOR ELEMENT AS THE WORK PROGRESSES. 5. NOTIFY THE ARCHITECT WHEN DEVIATIONS FROM REQUIRED LINES AND LEVELS EXCEED ALLOWABLE TOLERANCES. 6. CLOSE SITE SURVEYS WITH AN ERROR OF CLOSURE EQUAL TO OR LESS THAN THE STANDARD ESTABLISHED BY AUTHORITIES HAVING JURISDICTION. C. SITE IMPROVEMENTS: LOCATE AND LAY OUT SITE IMPROVEMENTS, INCLUDING PAVEMENTS, GRADING, FILLAND TOPSOIL PLACEMENT, UTILITY SLOPES, AND INVERT ELEVATIONS. D. BUILDING LINES AND LEVELS: LOCATE AND LAY OUT CONTROL LINES AND LEVELS FOR STRUCTURES, BUILDING FOUNDATIONS, COLUMN GRIDS, AND FLOOR LEVELS, INCLUDING THOSE REQUIRED FOR MECHANICAL AND ELECTRICAL WORK. TRANSFER SURVEY MARKINGS AND ELEVATIONS FOR USE WITH CONTROL LINES AND LEVELS. LEVEL FOUNDATIONS AND PIERS FROM TWO OR MORE LOCATIONS. E. RECORD LOG: MAINTAIN A LOG OF LAYOUT OF CONTROL WORK. RECORD DEVIATIONS FROM REQUIRED LINES AND LEVELS. INCLUDE BEGINNING AND ENDING DATES AND TIMES OF SURVEYS, WEATHER CONDITIONS, NAME AND DUTY OF EACH SURVEY PARTY MEMBER; AND TYPES OF INSTRUMENTS AND TAPES USED. MAKE THE LOG AVAILABLE FOR REFERENCE BY THE ARCHITECT. 3.4 FIELD ENGINEERING A. REFERENCE POINTS: LOCATE EXISTING PERMANENT BENCHMARKS, CONTROL POINTS, AND SIMILAR REFERENCE POINTS BEFORE BEGINNING THE WORK. PRESERVE AND PROTECT PERMANENT BENCHMARKS AND CONTROL POINTS DURING CONSTRUCTION OPERATIONS. 1. 00 NOT CHANGE OR RELOCATE EXISTING BENCHMARKS OR CONTROL POINTS WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. REPORT LOST OR DESTROYED PERMANENT BENCHMARKS OR CONTROL POINTS PROMPTLY. REPORT THE NEED TO RELOCATE PERMANENT BENCHMARKS OR CONTROL POINTS TO THE ARCHITECT BEFORE PROCEEDING. 2. REPLACE LOST OR DESTROYED PERMANENT BENCHMARKS AND CONTROL POINTS PROMPTLY. BASE REPLACEMENTS ON THE ORIGINAL SURVEY CONTROL POINTS. B. BENCHMARKS: ESTABLISH AND MAINTAIN A MINIMUM OF TWO PERMANENT BENCHMARKS ON PROJECT SITE, REFERENCED TO DATA ESTABLISHED BY SURVEY CONTROL POINTS. COMPLY WITH AUTHORITIES HAVING JURISDICTION FOR TYPE AND SIZE OF BENCHMARK. 1. RECORD BENCHMARK LOCATIONS, WITH HORIZONTAL AND VERTICAL DATA, ON PROJECT RECORD DOCUMENTS. 2. WHERE THE ACTUAL LOCATION OR ELEVATION OF LAYOUT POINTS CANNOT BE MARKED, PROVIDE TEMPORARY REFERENCE POINTS SUFFICIENT TO LOCATE THE WORK. 3. REMOVE TEMPORARY REFERENCE POINTS WHEN NO LONGER NEEDED. RESTORE MARKED CONSTRUCTION TO ITS ORIGINAL CONDITION. C. CERTIFIED SURVEY: ON COMPLETION OF FOUNDATION WALLS MAJOR SITE IMPROVEMENTS AND OTHER WORK RE UIRING FIELD ENGINEERING SERVI THE WN R WILL AUTHORIZE A CERTIFIED SURVEY SHOWING DIMENSIONS Q CES, O E , LOCATIONS, ANGLES, AND ELEVATIONS OF CONSTRUCTION AND SITE WORK. D. FINAL PROPERTY SURVEY: THE OWNER WILL AUTHORIZE A FINAL PROPERTY SURVEY SHOWING SIGNIFICANT FEATURES (REAL PROPERTY) FOR THE PROJECT. INCLUDE ON THE SURVEY A CERTIFICATION, SIGNED BY LAND SURVEYOR, THAT PRINCIPAL METES, BOUNDS, LINES. AND LEVELS OF PROJECT ARE ACCURATELY POSITIONED AS SHOWN ON THE SURVEY. 1. SHOW BOUNDARY LINES, MONUMENTS, STREETS, SITE IMPROVEMENTS AND UTILITIES, EXISTING IMPROVEMENTS AND SIGNIFICANT VEGETATION, ADJOINING PROPERTIES, ACREAGE, GRADE CONTOURS, AND THE DISTANCE AND BEARING FROM A SITE CORNER TO A LEGAL POINT. 2. RECORDING: AT SUBSTANTIAL COMPLETION, HAVE THE FINAL PROPERTY SURVEY RECORDED BY OR WITH AUTHORITIES HAVING JURISDICTION AS THE OFFICIAL "PROPERTY SURVEY". 3.5 INSTALLATION A. GENERAL: LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENTS AND ELEVATION, AS INDICATED. 1. MAKE VERTICAL WORK PLUMB AND MAKE HORIZONTAL WORK LEVEL. 2. WHERE SPACE IS LIMITED, INSTALL COMPONENTS TO MAXIMIZE SPACE AVAILABLE FOR MAINTENANCE AND EASE OF REMOVAL FOR REPLACEMENT. 3. CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS, UNLESS OTHERWISE INDICATED. 4. MAINTAIN MINIMUM HEADROOM CLEARANCE OF 8 FEET IN SPACES WITHOUTASUSPENDED CEILING. B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED. C. INSTALL PRODUCTS AT THE TIME AND UNDER CONDITIONS THAT WILL ENSURE THE BEST POSSIBLE RESULTS. MAINTAIN CONDITIONS REQUIRED FOR PRODUCT PERFORMANCE UNTIL SUBSTANTIAL COMPLETION. D. CONDUCT CONSTRUCTION OPERATIONS SO NO PART OF THE WORK IS SUBJECTED TO DAMAGING OPERATIONS OR LOADING IN EXCESS OF THAT EXPECTED DURING NORMAL CONDITIONS OF OCCUPANCY. E. TOOLS AND EQUIPMENT. DO NOT USE TOOLS OR EQUIPMENT THAT PRODUCE HARMFUL NOISE LEVELS. F. ANCHORS AND FASTENERS: PROVIDE ANCHORS AND FASTENERS AS REQUIRED TO ANCHOR EACH COMPONENT SECURELY IN PLACE, ACCURATELY LOCATED AND ALIGNED WITH OTHER PORTIONS OF THE WORK. 1. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT COMPONENTS AT HEIGHTS DIRECTED BY THE ARCHITECT. 2. ALLOW FOR BUILDING MOVEMENT, INCLUDING THERMAL EXPANSION AND CONTRACTION. G, JOINTS: MAKE JOINTS OF UNIFORM WIDTH WHERE JOINT LOCATIONS IN EXPOSED WORK ARE NOT INDICATED, ARRANGE JOINTS FOR THE BEST VISUAL EFFECT. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS. COORDINATE ALL CONTROL JOINT LOCATIONS WITH THE ARCHITECT PRIOR TO MATERIAL INSTALLATION AND PLACEMENT. H. HAZARDOUS MATERIALS: USE PRODUCTS, CLEANERS, AND INSTALLATION MATERIALS THAT ARE NOT CONSIDERED HAZARDOUS. 3.6 PREFABRICATION A. WHERE POSSIBLE, PREFABRICATE BUILDING ELEMENTS OFF SITE TO AVOID PRODUCING WASTE ON SITE. 3.7 PROGRESS CLEANING A. GENERAL: SUBCONTRACTORS SHALL CLEAN THE PROJECT SITE AND WORK AREA DAILY OF WASTE MATERIALS AND DEBRIS GENERATED AS A RESULT OF SAID SUBCONTRACTOR'S ACTIVITIES, INCLUDING COMMON AREAS. COORDINATE PROGRESS CLEANING FOR JOINT USE AREAS WHERE MORE THAN ONE INSTALLER HAS WORKED. THE OWNER WILL STRICTLY ENFORCE REQUIREMENTS STRICTLY. DISPOSE OF MATERIALS LAWFULLY. 1. COMPLY WITH REQUIREMENTS IN NFPA 241 FOR REMOVAL OF COMBUSTIBLE WASTE MATERIALS AND DEBRIS. 2. DO NOT HOLD MATERIALS MORE THAN 7 DAYS DURING NORMAL WEATHER OR 3 DAYS IF THE TEMPERATURE IS EXPECTED TO RISE ABOVE 80 DEG F. 3. CONTAINERIZE HAZARDOUS AND UNSANITARY WASTE MATERIALS SEPARATELY FROM OTHER WASTE. MARK CONTAINERS APPROPRIATELY AND DISPOSE OF LEGALLY, ACCORDING TO REGULATIONS. B. SITE: MAINTAIN PROJECT SITE FREE OF WASTE MATERIALS AND DEBRIS. C. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE. D. EXPOSED SURFACES: CLEAN EXPOSED SURFACES AND PROTECT AS NECESSARY TO ENSURE FREEDOM FROM DAMAGE AND DETERIORATION AT THE TIME OF SUBSTANTIAL COMPLETION. E. WASTE DISPOSAL: BURYING OR BURNING WASTE MATERIALS ON SITE WILL NOT BE PERMITTED. WASHING WASTE MATERIALS DOWN SEWERS OR INTO WATERWAYS WILL NOT BE PERMITTED. F. LIMITING EXPOSURES: SUPERVISE CONSTRUCTION OPERATIONS TO ASSURE THAT NO PART OF THE CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL, DANGEROUS, DAMAGING, OR OTHERWISE DELETERIOUS EXPOSURE DURING THE CONSTRUCTION PERIOD. 3.8 STARTING AND ADJUSTING A. START EQUIPMENTAND OPERATION COMPONENTS TO CONFIRM PROPER OPERATION. REMOVE MALFUNCTIONING UNITS, REPLACE WITH NEW UNITS, AND RETEST. B. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT BINDING. ADJUST EQUIPMENT FOR PROPER OPERATION. C. TEST EACH PIECE OF EQUIPMENT TO VERIFY PROPER OPERATION. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. D. MANUFACTURER'S FIELD SERVICE: IF A FACTORY AUTHORIZED SERVICE REPRESENTATIVE IS REQUIRED TO INSPECT FIELD ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, COMPLY WITH QUALIFICATION REQUIREMENTS IN SECTION 01400 "QUALITY REQUIREMENTS". 3.9 PROTECTION OF INSTALLED CONSTRUCTION A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR DETERIORATION AT THE TIME OF SUBSTANTIAL COMPLETION. B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE AND RELATIVE HUMIDITY 3.10 CORRECTION OF THE WORK A. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION. RESTORE DAMAGED SUBSTRATES AND FINISHES. COMPLY WITH REQUIREMENTS IN SECTION 01731 "CUTTING AND PATCHING". 1. REPAIRING INCLUDES REPLACING DEFECTIVE PARTS, REFINISHING DAMAGED SURFACES, TOUCHING UP WITH MATCHING MATERIALS, AND PROPERLY ADJUSTING OPERATION EQUIPMENT. B. RESTORE PERMANENT FACILITIES USED DURING CONSTRUCTION TO THEIR SPECIFIED CONDITION. C. REMOVE AND REPLACE DAMAGED SURFACES THAT ARE EXPOSED TO VIEW IF SURFACES CANNOT BE REPAIRED WITHOUT' VISIBLE EVIDENCE OF REPAIR. D. REPAIR COMPONENTS THAT DO NOT OPERATE PROPERLY. REMOVE AND REPLACE OPERATING COMPONENTS THAT CANNOT BE REPAIRED. E. REMOVE AND REPLACE CHIPPED, SCRATCHED, AND BROKEN GLASS OR REFLECTIVE SURFACES. SECTION 01731 1 CUTTING AND PATCHING PART11GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES PROCEDURAL REQUIREMENTS FOR CUTTING AND PATCHING. 1.2 DEFINITIONS A, CUTTING: REMOVAL OF EXISTING CONSTRUCTION NECESSARY TO PERMIT INSTALLATION OR PERFORMANCE OF OTHER WORK. B. PATCHING: FITTING AND REPAIR WORK REQUIRED TO RESTORE SURFACES TO ORIGINAL CONDITIONS AFTER INSTALLATION OF OTHER WORK. 1.3 QUALITY ASSURANCE A. STRUCTURAL ELEMENTS: DO NOT CUTAND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD CARRYING CAPACITY OR LOADIDEFLECTION RATIO. B. OPERATIONAL ELEMENTS: DO NOT CUTAND PATCH OPERATION ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. C. MISCELLANEOUS ELEMENTS: DO NOT CUTAND PATCH THE FOLLOWING ELEMENTS OR RELATED COMPONENTS IN A MANNER THAT COULD CHANGE THEIR LOAD CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY: A) WATER, MOISTURE, OR VAPOR BARRIERS. B) MEMBRANES ANDFLASHINGS. C) EQUIPMENT SUPPORTS. D) PIPING, DUCTWORK, VESSELS, AND EQUIPMENT. E) NOISE AND VIBRATION CONTROL ELEMENTS AND SYSTEMS. D. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. PART21PRODUCTS 2.1 MATERIALS A. EXISTING MATERIALS: USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE. PART 3 1 EXECUTION 3.1 EXAMINATION A. EXAMINE SURFACES TO BE CUT AND PATCHED AND CONDITIONS UNDER WHICH CUTTING AND PATCHING ARE TO BE PERFORMED. BEFORE PATCHING, VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS. 3.2 PREPARATION A. TEMPORARY SUPPORT: PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. B. PROTECTION: PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. 3.3 PERFORMANCE A. CUTTING: CUT EXISTING CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. 1. CONCRETE AND MASONRY: CUT USING A CUTTING MACHINE, SUCH AS AN ABRASIVE SAW ORA DIAMOND CORE DRILL. 2. MECHANICALAND ELECTRICAL SERVICES: CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER AFTER CUTTING. B. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THATAREAS INVISIBLE AS POSSIBLE. 1. EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 2. FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THATARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE. 3. CEILINGS: PATCH, REPAIR. OR REHANG EXISTING CEILINGS AS NECESSARY TO PROVIDE AN EVEN PLANE SURFACE OF UNIFORM APPEARANCE. 4. EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A MANNER THAT RESTORES THE ENCLOSURE TO A WEATHERTIGHT CONDITION. SECTION 01770 1 CLOSEOUT PROCEDURES PART11GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR CONTRACT CLOSEOUT, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. INSPECTION PROCEDURES. 2. PROJECT RECORD DOCUMENTS 3. OPERATION AND MAINTENANCE MANUALS. 4. WARRANTIES. 5. INSTRUCTION OF OWNER'S PERSONNEL. 6. FINAL CLEANING. 1.2 SUBSTANTIAL COMPLETION A. PRELIMINARY PROCEDURES: 1. PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (PUNCH LIST). 2. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS. 3. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO A LOCATION DESIGNATED BY THE OWNER; LABEL WITH MANUFACTURER'S NAME AND MODEL NUMBER WHERE APPLICABLE. 4. COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCHUP PAINTING, 5. TOUCH UP AND OTHERWISE REPAIRAND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE VISUAL DEFECTS. B. INSPECTION: THE ARCHITECT WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER INSPECTION OR WILL NOTIFY THE CONTRACTOR OF ITEMS THAT MUST BE COMPLETED OR CORRECTED BEFORE THE CERTIFICATE WILL BE ISSUED. 1.3 FINAL COMPLETION A. PRELIMINARY PROCEDURES. 1. SUBMITA FINAL APPLICATION FOR PAYMENT ACCORDING TO DIVISION 1 SECTION "PAYMENT PROCEDURES". 2. SUBMITA CERTIFIED COPY OF THE ARCHITECT'S SUBSTANTIAL COMPLETION INSPECTION LIST OF ITEMS TO BE COMPLETED OR CORRECTED (PUNCH LIST), ENDORSED AND DATED BY THE ARCHITECT. 3. SUBMIT EVIDENCE OF FINAL, CONTINUING INSURANCE COVERAGE COMPLYING WITH THE INSURANCE REQUIREMENTS. 4. INSTRUCTTHE OWNER'S PERSONNEL IN OPERATION, ADJUSTMENT, AND MAINTENANCE OF PRODUCTS, EQUIPMENT, AND SYSTEMS. B. INSPECTION: THE ARCHITECT WILL PREPARE A FINAL CERTIFICATE FOR PAYMENT AFTER INSPECTION OR WILL NOTIFY THE CONTRACTOR OF CONSTRUCTION THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED. 1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. PREPARATION: SUBMIT 3 COPIES OF THE LIST. INCLUDE NAME AND IDENTIFICATION OF EACH SPACE AND AREAAFFECTED BY CONSTRUCTION OPERATIONS FOR INCOMPLETE ITEMS AND ITEMS NEEDING CORRECTION INCLUDING, IF NECESSARY, AREAS DISTURBED THAT ARE OUTSIDE THE LIMITS OF CONSTRUCTION. 1. ORGANIZE LIST OF SPACES IN SEQUENTIAL ORDER. 2. ORGANIZE ITEMS APPLYING TO EACH SPACE BY MAJOR ELEMENT, INCLUDING CATEGORIES FOR CEILING, INDIVIDUAL WALLS, FLOORS, EQUIPMENT, AND BUILDING SYSTEMS. 3. INCLUDE THE FOLLOWING INFORMATION AT THE TOP OF EACH PAGE: A) PROJECT NAME. B) DATE. C) NAME OF ARCHITECT. D) NAME OF SUBCONTRACTOR. E) PAGE NUMBER. START WITH 1. 1.5 PROJECT RECORD DOCUMENTS A. GENERAL: DO NOT USE PROJECT RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT PROJECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS. PROVIDE ACCESS TO PROJECT RECORD DOCUMENTS FOR THE ARCHITECT'S REFERENCE DURING NORMAL WORKING HOURS. B. RECORD DRAWINGS: MAINTAIN AND SUBMIT ONE FULL SIZE COPY OF CONTRACT DOCUMENTS AND SHOP DRAWINGS. 1. MARK RECORD PRINTS TO SHOW THE ACTUAL INSTALLATION WHERE INSTALLATION VARIES FROM THAT SHOWN ORIGINALLY. REQUIRE INDIVIDUAL OR ENTITY WHO OBTAINED RECORD DATA, WHETHER INDIVIDUAL OR ENTITY IS INSTALLER, SUBCONTRACTOR, OR SIMILAR ENTITY, TO PREPARE THE MARKED UP RECORD PRINTS. A) GIVE PARTICULAR ATTENTION TO INFORMATION ON CONCEALED ELEMENTS THAT CANNOT BE READILY IDENTIFIED AND RECORDED LATER. B) ACCURATELY RECORD INFORMATION IN AN UNDERSTANDABLE DRAWING TECHNIQUE. C) RECORD DATAAS SOON AS POSSIBLE AFTER OBTAINING IT. RECORD AND CHECK THE MARKUP BEFORE ENCLOSING CONCEALED INSTALLATION. D) MARK CONTRACT DRAWINGS OR SHOP DRAWINGS, WHICHEVER IS MOST CAPABLE OF SHOWING ACTUAL PHYSICAL CONDITIONS, COMPLETELY AND ACCURATELY. WHERE SHOP DRAWINGS ARE MARKED, SHOW CROSS REFERENCE ON CONTRACT DRAWINGS. 2. MARK RECORD SETS WITH ERASABLE RED COLORED PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN CHANGES FOR DIFFERENT CATEGORIES OF THE WORKATTHE SAME LOCATION. T MARK IMPORTANT ADDITIONAL INFORMATION THAT WAS EITHER SHOWN SCHEMATICALLY OR OMITTED FROM ORIGINAL DRAWINGS. 4. NOTE CONSTRUCTION CHANGE DIRECTIVE NUMBER, CHANGE ORDER NUMBERS, ALTERNATE NUMBERS, AND SIMILAR IDENTIFICATION WHERE APPLICABLE. 5. IDENTIFYAND DATE EACH RECORD DRAWING; INCLUDE THE DESIGNATION "PROJECT RECORD DRAWING" IN A PROMINENT LOCATION. ORGANIZE INTO MANAGEABLE SETS; BIND EACH SET WITH DURABLE PAPER COVER SHEETS. INCLUDE IDENTIFICATION ON COVER SHEETS. C. RECORD PRODUCT DATA: SUBMIT ONE COPY OF EACH PRODUCT DATA SUBMITTAL. MARK ONE SET TO INDICATE THE ACTUAL PRODUCT INSTALLATION WHERE INSTALLATION VARIES SUBSTANTIALLY FROM THAT INDICATED IN PRODUCT DATA. 1. GIVE PARTICULAR ATTENTION TO INFORMATION ON CONCEALED PRODUCTS AND INSTALLATIONS THAT CANNOT BE READILY IDENTIFIED AND RECORDED LATER. 2. INCLUDE SIGNIFICANT CHANGES IN THE PRODUCT DELIVERED TO PROJECT SITE AND CHANGES IN MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION. 3. NOTE RELATED CHANGE ORDERS AND RECORD DRAWINGS, WHERE APPLICABLE. D. MISCELLANEOUS RECORD SUBMITTALS: ASSEMBLE MISCELLANEOUS RECORDS REQUIRED BY OTHER SPECIFICATION SECTIONS FOR MISCELLANEOUS RECORD KEEPING AND SUBMITTAL IN CONNECTION WITH ACTUAL PERFORMANCE OF THE WORK. BIND OR FILE MISCELLANEOUS RECORDS AND IDENTIFY EACH, READY FOR CONTINUED USE AND REFERENCE. 1.6 OPERATION AND MAINTENANCE MANUALS A. ASSEMBLE A COMPLETE SET OF OPERATION AND MAINTENANCE DATA INDICATION THE OPERATION AND MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. INCLUDE OPERATION AND MAINTENANCE DATA REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS AND AS FOLLOWS: 1. OPERATION DATA: A) EMERGENCY INSTRUCTIONS AND PROCEDURES. B) SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS, INCLUDING OPERATING STANDARDS. C) OPERATING PROCEDURES, INCLUDING STARTUP, SHUTDOWN, SEASONAL, AND WEEKEND OPERATIONS. D) DESCRIPTION OF CONTROLS AND SEQUENCE OF OPERATIONS. E) PIPING DIAGRAMS. 2. MAINTENANCE DATA: A) MANUFACTURER'S INFORMATION, INCLUDING LIST OF SPARE PARTS. B) NAME, ADDRESS, AND TELEPHONE NUMBER OF INSTALLER OR SUPPLIER. C) MAINTENANCE PROCEDURES. D) MAINTENANCE AND SERVICE SCHEDULES FOR PREVENTIVE AND ROUTINE MAINTENANCE. E) MAINTENANCE RECORD FORMS. F) SOURCES OF SPARE PARTS AND MAINTENANCE MATERIALS. G) COPIES OF MAINTENANCE SERVICE AGREEMENTS. H) COPIES OF WARRANTIES AND BONDS. B. ORGANIZE OPERATION AND MAINTENANCE MANUALS INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND AND INDEX DATA IN HEAVY DUTY, 3 RING, VINYL COVERED, LOOSE LEAF BINDERS, IN THICKNESS NECESSARY TO ACCOMMODATE CONTENTS, WITH POCKET INSIDE THE COVERS TO RECEIVE FOLDED OVERSIZED SHEETS. 1.7 WARRANTIES A. SUBMITTALTIME: SUBMIT WRITTEN WARRANTIES ON REQUEST OF THE ARCHITECT FOR DESIGNATED PORTIONS OF THE WORK WHERE COMMENCEMENT OF WARRANTIES OTHER THAN DATE OF SUBSTANTIAL COMPLETION IS INDICATED. B. PARTIAL OCCUPANCY: SUBMIT PROPERLY EXECUTED WARRANTIES WITHIN 15 DAYS OF COMPLETION OF DESIGNATED PORTIONS OF THE WORK THAT ARE COMPLETED AND OCCUPIED OR USED BY THE OWNER DURING CONSTRUCTION. C. ASSIST THE OWNER IN ORGANIZING WARRANTY DOCUMENTS INTO AN ORDERLY SEQUENCE BASED ON THE TABLE OF CONTENTS OF THE PROJECT MANUAL. 1. BIND WARRANTIES AND BONDS IN HEAVY DUTY, 3 RING, VINYL COVERED, LOOSE LEAF BINDERS, THICKNESS AS NECESSARY TO ACCOMMODATE CONTENTS. 2. PROVIDE HEAVY PAPER DIVIDERS WITH PLASTIC COVERED TABS FOR EACH SEPARATE WARRANTY. MARK TAB TO IDENTIFY THE PRODUCT OR INSTALLATION. PROVIDE ATYPED DESCRIPTION OF THE PRODUCT OR INSTALLATION, INCLUDING THE NAME OF THE PRODUCTAND THE NAME, ADDRESS, AND TELEPHONE NUMBER OF INSTALLER. 3. IDENTIFY EACH BINDER ON THE FRONTAND SPINE WITH THE TYPED OR PRINTED TITLE "WARRANTIES", PROJECT NAME, AND NAME OF SUBCONTRACTOR. D. PROVIDE ADDITIONAL COPIES OF EACH WARRANTY TO INCLUDE IN OPERATION AND MAINTENANCE MANUALS. PART21PRODUCTS 2.1 MATERIALS A. CLEANING AGENTS: USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY MANUFACTURER OR FABRICATOR OF THE SURFACE TO BE CLEANED. DO NOT USE CLEANING AGENTS THAT ARE POTENTIALLY HAZARDOUS TO HEALTH OR PROPERTY OR THAT MIGHT DAMAGE FINISHED SURFACES. PART 3 1 EXECUTION 3.1 DEMONSTRATION AND TRAINING A. INSTRUCTION: INSTRUCT THE OWNER'S PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN SYSTEMS, SUBSYSTEMS, AND EQUIPMENT NOT PART OF A SYSTEM. 3.2 FINAL CLEANING A. GENERAL: THE OWNER WILL PROVIDE FINAL CLEANING. SUBCONTRACTORS ARE RESPONSIBLE FOR THEIR OWN EQUIPMENTAND TRASH. CONDUCT CLEANING AND WASTE REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. B. CLEANING: THE OWNER WILL EMPLOY EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR CLEANING. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR CERTIFICATION OF SUBSTANTIAL COMPLETION FOR ENTIRE PROJECT OR FOR A PORTION OF PROJECT A) CLEAN PROJECT SITE, YARD, AND GROUNDS, IN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES• INCLUDING LANDSCAPE DEVELOPMENT AREAS, OF RUBBISH, WASTE MATERIAL, LITTER, AND OTHER FOREIGN SUBSTANCES. B) SWEEP PAVED AREAS BROOM CLEAN. REMOVE PETROCHEMICAL SPILLS, STAINS, AND OTHER FOREIGN DEPOSITS. C) RAKE GROUNDS THAT ARE NEITHER PLANTED NOR PAVED TO A SMOOTH, EVEN TEXTURED SURFACE. D) REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIAL FROM PROJECT SITE. E) REMOVE SNOW AND ICE TO PROVIDE SAFE ACCESS TO BUILDING. F) CLEAN EXPOSED EXTERIOR AND INTERIOR HARD SURFACED FINISHES TO A DIRT FREE CONDITION, FREE OF STAINS, FILMS, AND SIMILAR FOREIGN SUBSTANCES. AVOID DISTURBING NATURAL WEATHERING OF EXTERIOR SURFACES. RESTORE REFLECTIVE SURFACES TO THEIR ORIGINAL CONDITION. G) REMOVE DEBRIS AND SURFACE DUST FROM LIMITED ACCESS SPACES, INCLUDING ROOFS, PLENUMS, SHAFTS, TRENCHES, EQUIPMENT VAULTS, MANHOLES, ATTICS, AND SIMILAR SPACES. H) SWEEP CONCRETE FLOORS BROOM CLEAN IN UNOCCUPIED SPACES. 1) VACUUM CARPET AND SIMILAR SOFT SURFACES, REMOVING DEBRIS AND EXCESS NAP; SHAMPOO IF VISIBLE SOIL OR STAINS REMAIN. J) CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS. REMOVE GLAZING COMPOUNDS AND OTHER NOTICEABLE, VISION OBSCURING MATERIALS. REPLACE CHIPPED OR BROKEN GLASS AND OTHER DAMAGED TRANSPARENT MATERIALS. POLISH MIRRORS AND GLASS, TAKING CARE NOT TO SCRATCH SURFACES. K) REMOVE LABELS THAT ARE NOT REQUIRED BY LAW; DO NOT OBSTRUCT "UL" AND SIMILAR LABELS. L) TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED, EXPOSED FINISHES AND SURFACES. REPLACE FINISHES AND SURFACES THAT CANNOT BE SATISFACTORILY REPAIRED OR RESTORED OR THAT ALREADY SHOW EVIDENCE OF REPAIR OR RESTORATION. M) WIPE SURFACES OF MECHANICALAND ELECTRICAL EQUIPMENT, ELEVATOR EQUIPMENT, AND SIMILAR EQUIPMENT. REMOVE EXCESS LUBRICATION, PAINTAND MORTAR DROPPINGS, AND OTHER FOREIGN SUBSTANCES. N REPLA E PART SUBJECT TO UNUSUAL OPERATION CONDITIONS. C S 0) CLEAN PLUMBING FIXTURES TOASANITARY CONDITION, FREE OF STAINS, INCLUDING STAINS RESULTING FROM WATER EXPOSURE. P) REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENTAIR FILTERS. CLEAN EXPOSED SURFACES OF DIFFUSERS, REGISTERS, AND GRILLS. Q) CLEAN DUCTS, BLOWERS, AND COILS IF UNITS WERE OPERATED WITHOUT FILTERS DURING CONSTRUCTION. R) CLEAN LIGHT FIXTURES, LAMPS, GLOBES, AND REFLECTORS TO FUNCTION WITH FULL EFFICIENCY. REPLACE BURNED OUT LAMPS, AND THOSE NOTICEABLY DIMMED BY HOURS OF USE, AND DEFECTIVE AND NOISY STARTERS IN FLUORESCENTAND MERCURY VAPOR FIXTURES TO COMPLY WITH REQUIREMENTS FOR NEW FIXTURES. S) LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. C. COMPLY WITH SAFETY STANDARDS FOR CLEANING. DO NOT BURN WASTE MATERIALS. DO NOT BURY DEBRIS OR EXCESS MATERIALS ON OWNER'S PROPERTY. DO NOT DISCHARGE VOLATILE, HARMFUL, OR DANGEROUS MATERIALS INTO DRAINAGE SYSTEMS. REMOVE WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF LAWFULLY. RECYCLE WASTE AND DEBRIS WHEN POSSIBLE. DIVERT 75% OF WASTE FROM LANDFILL. END OF SECTION 01770 SECTION 01782 - OPERATION AND MAINTENANCE DATA PART1-GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERALAND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR PREPARING OPERATION AND MAINTENANCE MANUALS, INCLUDING THE FOLLOWING: 1. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY. 2. EMERGENCY MANUALS. 3. OPERATION MANUALS FOR SYSTEMS, SUBSYSTEMS, AND EQUIPMENT. 4. MAINTENANCE MANUALS FOR THE CARE AND MAINTENANCE OF PRODUCTS, MATERIALS, FINISHES, SYSTEMS AND EQUIPMENT. B. RELATED SECTIONS INCLUDE THE FOLLOWING: 1. DIVISION 1 SECTION "SUMMARY OF MULTIPLE CONTRACTS" FOR COORDINATING OPERATION AND MAINTENANCE MANUALS COVERING THE WORK OF MULTIPLE CONTRACTS. 2. DIVISION 1 SECTION "SUBMITTAL PROCEDURES" FOR SUBMITTING COPIES OF SUBMITTALS FOR OPERATION AND MAINTENANCE MANUALS. 3. DIVISION 1 SECTION "CLOSEOUT PROCEDURES" FOR SUBMITTING OPERATION AND MAINTENANCE MANUALS. 4. DIVISION 1 SECTION "PROJECT RECORD DOCUMENTS" FOR PREPARING RECORD DRAWINGS FOR OPERATION AND MAINTENANCE MANUALS. 5. DIVISIONS 2 THROUGH 16 SECTIONS FOR SPECIFIC OPERATION AND MAINTENANCE MANUAL REQUIREMENTS FOR PRODUCTS IN THOSE SECTIONS. 1.3 DEFINITIONS A_ SYSTEM: AN ORGANIZED COLLECTION OF PARTS, EQUIPMENT, OR SUBSYSTEMS UNITED BY REGULAR INTERACTION. B. SUBSYSTEM: A PORTION OF A SYSTEM WITH CHARACTERISTICS SIMILAR TO A SYSTEM. 1.4 SUBMITTALS A. FINAL SUBMITTAL. SUBMIT 2 COPIES OF EACH MANUAL IN FINAL FORM AT LEAST 5 DAYS BEFORE FINAL INSPECTION. ARCHITECT WILL RETURN COPY WITH COMMENTS WITHIN 15 DAYS AFTER FINAL INSPECTION. 1. CORRECT OR MODIFY EACH MANUAL TO COMPLY WITH ARCHITECT'S COMMENTS. SUBMIT 3 COPIES OF EACH CORRECTED MANUAL WITHIN 15 DAYS OF RECEIPT OF ARCHITECT'S COMMENTS. 1.5 COORDINATION A. WHERE OPERATION AND MAINTENANCE DOCUMENTATION INCLUDES INFORMATION ON INSTALLATIONS BY MORE THAN ONE FACTORY -AUTHORIZED SERVICE REPRESENTATIVE, ASSEMBLE AND COORDINATE INFORMATION FURNISHED BY REPRESENTATIVES AND PREPARE MANUALS. PART2-PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. ORGANIZATION: INCLUDE A SECTION IN THE DIRECTORY FOR EACH OF THE FOLLOWING: 1. LIST OF DOCUMENTS. 2. LIST OF SYSTEMS. 3. LIST OF EQUIPMENT. 4. TABLE OF CONTENTS. B. LIST OF SYSTEMS AND SUBSYSTEMS: LIST SYSTEMS ALPHABETICALLY. INCLUDE REFERENCES TO OPERATION AND MAINTENANCE MANUALS THAT CONTAIN INFORMATION ABOUT EACH SYSTEM C. LIST OF EQUIPMENT: LIST EQUIPMENT FOR EACH SYSTEM, ORGANIZED ALPHABETICALLY BY SYSTEM. FOR PIECES OF EQUIPMENT NOT PART OF SYSTEM, LIST ALPHABETICALLY IN SEPARATE LIST. D. TABLES OF CONTENTS: INCLUDE ATABLE OF CONTENTS FOR EACH EMERGENCY, OPERATION, AND MAINTENANCE MANUAL. E. IDENTIFICATION: IN THE DOCUMENTATION DIRECTORY AND IN EACH OPERATION AND MAINTENANCE MANUAL, IDENTIFY EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT WITH THE SAME DESIGNATION USED IN THE CONTRACT DOCUMENTS. IF NO DESIGNATION EXISTS, ASSIGN A DESIGNATION ACCORDING TO ASHRAE GUIDELINE 4, "PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS." 2.2 MANUALS, GENERAL A. ORGANIZATION: UNLESS OTHERWISE INDICATED, ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR EACH SYSTEM AND SUBSYSTEM, AND A SEPARATE SECTION FOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM. EACH MANUAL SHALL CONTAIN THE FOLLOWING MATERIALS, IN THE ORDER LISTED: 1. TITLE PAGE. 2. TABLE OF CONTENTS. 3. MANUAL CONTENTS. B. TITLE PAGE: ENCLOSE TITLE PAGE IN TRANSPARENT PLASTIC SLEEVE. INCLUDE THE FOLLOWING INFORMATION: 1. SUBJECT MATTER INCLUDED IN MANUAL. 2. NAME AND ADDRESS OF PROJECT. 3. NAME AND ADDRESS OF OWNER. 4. DATE OF SUBMITTAL. 5. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR. 6. NAME AND ADDRESS OF ARCHITECT 7. CROSS-REFERENCE TO RELATED SYSTEMS IN OTHER OPERATION AND MAINTENANCE MANUALS. C. TABLE OF CONTENTS: LIST EACH PRODUCT INCLUDED IN MANUAL, IDENTIFIED BY PRODUCT NAME, INDEXED TO THE CONTENT OF THE VOLUME, AND CROSS-REFERENCED TO SPECIFICATION SECTION NUMBER IN PROJECT MANUAL. 1. IF OPERATION OR MAINTENANCE DOCUMENTATION REQUIRES MORE THAN ONE VOLUME TO ACCOMMODATE DATA, INCLUDE COMPREHENSIVE TABLE OF CONTENTS FOR ALL VOLUMES IN EACH VOLUME OF THE SET. D. MANUAL CONTENTS: ORGANIZE INTO SETS OF MANAGEABLE SIZE. ARRANGE CONTENTS ALPHABETICALLY BY SYSTEM, SUBSYSTEM, AND EQUIPMENT. IF POSSIBLE, ASSEMBLE INSTRUCTIONS FOR SUBSYSTEMS• EQUIPMENT, AND COMPONENTS OF ONE SYSTEM INTO A SINGLE BINDER. 1. BINDERS: HEAVY-DUTY, 3-RING, VINYL -COVERED, LOOSE-LEAF BINDERS, IN THICKNESS NECESSARY TO ACCOMMODATE CONTENTS, SIZED TO HOLD 8-1/2-BY-11-INCH (115-BY-280-MM) PAPER; WITH CLEAR PLASTIC SLEEVE ON SPINE TO HOLD LABEL DESCRIBING CONTENTS AND WITH POCKETS INSIDE COVERS TO HOLD FOLDED OVERSIZE SHEETS. A. IF TWO OR MORE BINDERS ARE NECESSARY TO ACCOMMODATE DATA OF A SYSTEM, ORGANIZE DATA IN EACH BINDER INTO GROUPINGS BY SUBSYSTEM AND RELATED COMPONENTS. CROSS-REFERENCE OTHER BINDERS IF NECESSARY TO PROVIDE ESSENTIAL INFORMATION FOR PROPER OPERATION OR MAINTENANCE OF EQUIPMENT OR SYSTEM. B. IDENTIFY EACH BINDER ON FRONTAND SPINE, WITH PRINTED TITLE "OPERATION AND MAINTENANCE MANUAL," PROJECT TITLE OR NAME, AND SUBJECT MATTER OF CONTENTS. INDICATE VOLUME NUMBER FOR MULTIPLE -VOLUME SETS. 2. DIVIDERS: HEAVY -PAPER DIVIDERS WITH PLASTIC -COVERED TABS FOR EACH SECTION. MARK EACH TAB TO INDICATE CONTENTS. INCLUDE TYPED LIST OF PRODUCTS AND MAJOR COMPONENTS OF EQUIPMENT INCLUDED IN THE SECTION ON EACH DIVIDER, CROSS-REFERENCED TO SPECIFICATION SECTION NUMBER AND TITLE OF PROJECT MANUAL. 3. PROTECTIVE PLASTIC SLEEVES: TRANSPARENT PLASTIC SLEEVES DESIGNED TO ENCLOSE DIAGNOSTIC SOFTWARE DISKETTES FOR COMPUTERIZED ELECTRONIC EQUIPMENT. 4. SUPPLEMENTARY TEXT: PREPARED ON 8-1/2-BY-1I-INCH (115-BY-280-MM), 20-LB/SQ. FT. (75-G/SQ. M) WHITE BOND PAPER. 5. DRAWINGS: ATTACH REINFORCED, PUNCHED BINDER TABS ON DRAWINGS AND BIND WITH TEXT. A. IF OVERSIZE DRAWINGS ARE NECESSARY, FOLD DRAWINGS TO SAME SIZE AS TEXT PAGES AND USE AS FOLDOUTS. B. IF DRAWINGS ARE TOO LARGE TO BE USED AS FOLDOUTS, FOLD AND PLACE DRAWINGS IN LABELED ENVELOPES AND BIND ENVELOPES IN REAR OF MANUAL. ATAPPROPRIATE LOCATIONS IN MANUAL, INSERT TYPEWRITTEN PAGES INDICATING DRAWING TITLES, DESCRIPTIONS OF CONTENTS, AND DRAWING LOCATIONS. 2.3 EMERGENCY MANUALS A. CONTENT: ORGANIZE MANUAL INTO A SEPARATE SECTION FOR EACH OF THE FOLLOWING: 1. TYPE OF EMERGENCY. 2. EMERGENCY INSTRUCTIONS. 3. EMERGENCY PROCEDURES. B. TYPE OF EMERGENCY: WHERE APPLICABLE FOR EACH TYPE OF EMERGENCY INDICATED BELOW, INCLUDE INSTRUCTIONS AND PROCEDURES FOR EACH SYSTEM, SUBSYSTEM, PIECE OF EQUIPMENT, AND COMPONENT: 1. FIRE. 2. FLOOD. 3. GAS LEAK. 4. WATER LEAK. 5. POWER FAILURE. 6. WATER OUTAGE. 7. SYSTEM, SUBSYSTEM, OR EQUIPMENT FAILURE. 8. CHEMICAL RELEASE OR SPILL. C. EMERGENCY INSTRUCTIONS: DESCRIBE AND EXPLAIN WARNINGS, TROUBLE INDICATIONS, ERROR MESSAGES, AND SIMILAR CODES AND SIGNALS. INCLUDE RESPONSIBILITIES OF OWNER'S OPERATING PERSONNEL FOR NOTIFICATION OF INSTALLER, SUPPLIER, AND MANUFACTURER TO MAINTAIN WARRANTIES. D. EMERGENCY PROCEDURES: INCLUDE THE FOLLOWING, AS APPLICABLE: 1. INSTRUCTIONS ON STOPPING. 2. SHUTDOWN INSTRUCTIONS FOR EACH TYPE OF EMERGENCY. 3. OPERATING INSTRUCTIONS FOR CONDITIONS OUTSIDE NORMAL OPERATING LIMITS. 4. REQUIRED SEQUENCES FOR ELECTRIC OR ELECTRONIC SYSTEMS. 5. SPECIAL OPERATING INSTRUCTIONS AND PROCEDURES. 2.4 OPERATION MANUALS A. CONTENT: IN ADDITION TO REQUIREMENTS IN THIS SECTION, INCLUDE OPERATION DATA REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS AND THE FOLLOWING INFORMATION: i. SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS. 2. PERFORMANCE AND DESIGN CRITERIA IF CONTRACTOR IS DELEGATED DESIGN RESPONSIBILITY. 3. OPERATING STANDARDS. 4. OPERATING PROCEDURES. 5. OPERATING LOGS. 6. WIRING DIAGRAMS. 7. CONTROL DIAGRAMS. 8. PIPED SYSTEM DIAGRAMS. 9. PRECAUTIONS AGAINST IMPROPER USE. 10. LICENSE REQUIREMENTS INCLUDING INSPECTION AND RENEWAL DATES. B. DESCRIPTIONS: INCLUDE THE FOLLOWING: 1. PRODUCT NAME AND MODEL NUMBER. 2. MANUFACTURER'S NAME. 3. EQUIPMENT IDENTIFICATION WITH SERIAL NUMBER OF EACH COMPONENT. 4. EQUIPMENT FUNCTION. 5. OPERATING CHARACTERISTICS. 6. LIMITING CONDITIONS. 7. PERFORMANCE CURVES. 8. ENGINEERING DATAAND TESTS. 9. COMPLETE NOMENCLATURE AND NUMBER OF REPLACEMENT PARTS. C. OPERATING PROCEDURES: INCLUDE THE FOLLOWING, AS APPLICABLE: 1. STARTUP PROCEDURES. 2. EQUIPMENT OR SYSTEM BREAK-IN PROCEDURES. 3. ROUTINE AND NORMAL OPERATING INSTRUCTIONS. 4. REGULATION AND CONTROL PROCEDURES. 5. INSTRUCTIONS ON STOPPING. 6. NORMAL SHUTDOWN INSTRUCTIONS. 7. SEASONAL AND WEEKEND OPERATING INSTRUCTIONS. 8. REQUIRED SEQUENCES FOR ELECTRIC OR ELECTRONIC SYSTEMS. 9. SPECIAL OPERATING INSTRUCTIONS AND PROCEDURES. D. SYSTEMS AND EQUIPMENT CONTROLS: DESCRIBE THE SEQUENCE OF OPERATION. AND DIAGRAM CONTROLS AS INSTALLED. E. PIPED SYSTEMS: DIAGRAM PIPING AS INSTALLED, AND IDENTIFY COLOR -CODING WHERE REQUIRED FOR IDENTIFICATION. 2.5 PRODUCT MAINTENANCE MANUAL A. CONTENT: ORGANIZE MANUAL INTO A SEPARATE SECTION FOR EACH PRODUCT, MATERIAL, AND FINISH. INCLUDE SOURCE INFORMATION, PRODUCT INFORMATION, MAINTENANCE PROCEDURES, REPAIR MATERIALS AND SOURCES, AND WARRANTIES AND BONDS, AS DESCRIBED BELOW. B. SOURCE INFORMATION: LIST EACH PRODUCT INCLUDED IN MANUAL, IDENTIFIED BY PRODUCT NAME AND ARRANGED TO MATCH MANUAL'S TABLE OF CONTENTS. FOR EACH PRODUCT, LIST NAME, ADDRESS, AND TELEPHONE NUMBER OF INSTALLER OR SUPPLIER AND MAINTENANCE SERVICE AGENT, AND CROSS-REFERENCE SPECIFICATION SECTION NUMBER AND TITLE IN PROJECT MANUAL. C. PRODUCT INFORMATION: INCLUDE THE FOLLOWING, AS APPLICABLE: 1.PRODUCTNAMEAND MODEL NUMBER. 2. MANUFACTURER'S NAME. 3. COLOR, PATTERN, AND TEXTURE. 4. MATERIAL AND CHEMICAL COMPOSITION. 5. REORDERING INFORMATION FOR SPECIALLY MANUFACTURED PRODUCTS. D. MAINTENANCE PROCEDURES: INCLUDE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND THE FOLLOWING: 1. INSPECTION PROCEDURES. . 2, TYPES OF CLEANING AGENTS TO BE USED AND METHODS OF CLEANING. 3. LIST OF CLEANING AGENTS AND METHODS OF CLEANING DETRIMENTAL TO PRODUCT. 4. SCHEDULE FOR ROUTINE CLEANING AND MAINTENANCE. 5. REPAIR INSTRUCTIONS. E. REPAIR MATERIALS AND SOURCES: INCLUDE LISTS OF MATERIALS AND LOCAL SOURCES OF MATERIALS AND RELATED SERVICES. F. WARRANTIES AND BONDS: INCLUDE COPIES OF WARRANTIES AND BONDS AND LISTS OF CIRCUMSTANCES AND CONDITIONS THAT WOULD AFFECT VALIDITY OF WARRANTIES OR BONDS. 1. INCLUDE PROCEDURES TO FOLLOW AND REQUIRED NOTIFICATIONS FOR WARRANTY CLAIMS. 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. CONTENT: FOR EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM, INCLUDE SOURCE INFORMATION, MANUFACTURERS' MAINTENANCE DOCUMENTATION, MAINTENANCE PROCEDURES, MAINTENANCE AND SERVICE SCHEDULES, SPARE PARTS LIST AND SOURCE INFORMATION, MAINTENANCE SERVICE CONTRACTS, AND WARRANTY AND BOND INFORMATION, AS DESCRIBED BELOW. B. SOURCE INFORMATION: LIST EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT INCLUDED IN THE MANUAL, IDENTIFIED BY PRODUCT NAME AND ARRANGED TO MATCH MANUAL'S TABLE OF CONTENTS. FOR EACH PRODUCT, LIST NAME, ADDRESS, AND TELEPHONE NUMBER OF INSTALLER OR SUPPLIER AND MAINTENANCE SERVICE AGENT, AND CROSS-REFERENCE SPECIFICATION SECTION NUMBER AND TITLE IN PROJECT MANUAL. C. MANUFACTURERS' MAINTENANCE DOCUMENTATION: MANUFACTURERS' MAINTENANCE DOCUMENTATION INCLUDING THE FOLLOWING INFORMATION FOR EACH COMPONENT PART OR PIECE OF EQUIPMENT: 1. STANDARD PRINTED MAINTENANCE INSTRUCTIONS AND BULLETINS. 2_ DRAWINGS, DIAGRAMS, AND INSTRUCTIONS REQUIRED FOR MAINTENANCE, INCLUDING DISASSEMBLY AND COMPONENT REMOVAL, REPLACEMENT, AND ASSEMBLY. 3. IDENTIFICATION AND NOMENCLATURE OF PARTS AND COMPONENTS. 4. LIST OF ITEMS RECOMMENDED TO BE STOCKED AS SPARE PARTS. D. MAINTENANCE PROCEDURES: INCLUDE THE FOLLOWING INFORMATION AND ITEMS THAT DETAIL ESSENTIAL MAINTENANCE PROCEDURES: 1. TESTAND INSPECTION INSTRUCTIONS. 2. TROUBLESHOOTING GUIDE. 3. PRECAUTIONS AGAINST IMPROPER MAINTENANCE. 4. DISASSEMBLY; COMPONENT REMOVAL, REPAIR, AND REPLACEMENT; AND REASSEMBLY INSTRUCTIONS. 5. ALIGNING, ADJUSTING, AND CHECKING INSTRUCTIONS. 6. DEMONSTRATION AND TRAINING VIDEOTAPE, IF AVAILABLE. E. MAINTENANCE AND SERVICE SCHEDULES: INCLUDE SERVICE AND LUBRICATION REQUIREMENTS, LIST OF REQUIRED LUBRICANTS FOR EQUIPMENT, AND SEPARATE SCHEDULES FOR PREVENTIVE AND ROUTINE MAINTENANCE AND SERVICE WITH STANDARD TIME ALLOTMENT. 1. SCHEDULED MAINTENANCE AND SERVICE: TABULATE ACTIONS FOR DAILY, WEEKLY, MONTHLY, QUARTERLY, SEMIANNUAL, AND ANNUAL FREQUENCIES. 2. MAINTENANCE AND SERVICE RECORD: INCLUDE MANUFACTURERS' FORMS FOR RECORDING MAINTENANCE. F. SPARE PARTS LIST AND SOURCE INFORMATION: INCLUDE LISTS OF REPLACEMENT AND REPAIR PARTS, WITH PARTS IDENTIFIED AND CROSS-REFERENCED TO MANUFACTURERS' MAINTENANCE DOCUMENTATION AND LOCAL SOURCES OF MAINTENANCE MATERIALS AND RELATED SERVICES. G. MAINTENANCE SERVICE CONTRACTS: INCLUDE COPIES OF MAINTENANCE AGREEMENTS WITH NAME AND TELEPHONE NUMBER OF SERVICE AGENT. H. WARRANTIES AND BONDS: INCLUDE COPIES OF WARRANTIES AND BONDS AND LISTS OF CIRCUMSTANCES AND CONDITIONS THAT WOULD AFFECT VALIDITY OF WARRANTIES OR BONDS. 1. INCLUDE PROCEDURES TO FOLLOW AND REQUIRED NOTIFICATIONS FOR WARRANTY CLAIMS. PART 3 - EXECUTION 3.1 MANUAL PREPARATION A. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY: PREPARE A SEPARATE MANUAL THAT PROVIDES AN ORGANIZED REFERENCE TO EMERGENCY, OPERATION, AND MAINTENANCE MANUALS. B. MERGENCY MANUAL: ASSEMBLE A COMPLETE SET OF EMERGENCY INFORMATION INDICATING PROCEDURES FOR USE BY EMERGENCY PERSONNEL AND BY OWNER'S OPERATING PERSONNEL FOR TYPES OF EMERGENCIES INDICATED. C. PRODUCT MAINTENANCE MANUAL: ASSEMBLE A COMPLETE SET OF MAINTENANCE DATA INDICATING CARE AND MAINTENANCE OF EACH PRODUCT, MATERIAL, AND FINISH INCORPORATED INTO THE WORK. D. OPERATION AND MAINTENANCE MANUALS: ASSEMBLE A COMPLETE SET OF OPERATION AND MAINTENANCE DATA INDICATING OPERATION AND MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. 1. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO ASSEMBLE AND PREPARE INFORMATION FOR EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. 2. PREPARE A SEPARATE MANUAL FOR EACH SYSTEM AND SUBSYSTEM, IN THE FORM OF AN INSTRUCTIONAL MANUAL FOR USE BY OWNER'S OPERATING PERSONNEL. E. MANUFACTURERS' DATA: WHERE MANUALS CONTAIN MANUFACTURERS' STANDARD PRINTED DATA, INCLUDE ONLY SHEETS PERTINENT TO PRODUCT OR COMPONENT INSTALLED. MARK EACH SHEET TO IDENTIFY EACH PRODUCT OR COMPONENT INCORPORATED INTO THE WORK. IF DATA INCLUDE MORE THAN ONE ITEM IN ATABULAR FORMAT, IDENTIFY EACH ITEM USING APPROPRIATE REFERENCES FROM THE CONTRACT DOCUMENTS. IDENTIFY DATAAPPLICABLE TO THE WORK AND DELETE REFERENCES TO INFORMATION NOT APPLICABLE. 1. PREPARE SUPPLEMENTARY TEXT IF MANUFACTURERS' STANDARD PRINTED DATAARE NOT AVAILABLE AND WHERE THE INFORMATION IS NECESSARY FOR PROPER OPERATION AND MAINTENANCE OF EQUIPMENT OR SYSTEMS. F. AWIN : P EPA DRAWINGS UPPLEMENTING MANUFACTURERS' PRINTED DATA TO ILLUSTRATE THE LATI N HIP DR GS R RE S RE O S OF COMPONENT PARTS OF EQUIPMENT AND SYSTEMS AND TO ILLUSTRATE CONTROL SEQUENCE AND FLOW DIAGRAMS. COORDINATE THESE DRAWINGS WITH INFORMATION CONTAINED IN RECORD DRAWINGS TO ENSURE CORRECT ILLUSTRATION OF COMPLETED INSTALLATION. 1. DO NOT USE ORIGINAL PROJECT RECORD DOCUMENTS AS PART OF OPERATION AND MAINTENANCE MANUALS. 2. COMPLY WITH REQUIREMENTS OF NEWLY PREPARED RECORD DRAWINGS IN DIVISION 1 SECTION "PROJECT RECORD DOCUMENTS" G. COMPLY WITH DIVISION 1 SECTION "CLOSEOUT PROCEDURES" FOR THE SCHEDULE FOR SUBMITTING OPERATION AND MAINTENANCE DOCUMENTATION. Jurisdiction Stamp client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.ti pton@a Itmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. ����'FL - ,`�:: ••9 �:• ,OFF KI�MSO/V : 0 r �� • p�, ,Oi389 Mtn•' : •'�• �'•• �s•• ..........••G� TARED i ► �'il�v Project • l MUV - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title GENERAL CONDITIONS Drawing No. AO O Issued For Job No. �,J 22013.0 Date Permit 04-15-2022 M] - 1. _ -__ - _ _ _. 1 - _ _ A L 1._I -MI ___ __A L __ _. __.. I. €.ILIL __ALL . R i -.__ _! _ -� ! _ ! I II I I 11 111111 I 1 1 I!I "II I -"III 11111 I !� I! n Ll _ �113 w1 'mv!!�' I - ! ❑"! r II I II I I III I _I' r I 1-_ Jurisdiction Starnp E ro r ro 0 0 iR /n U a� _ c. iu d m Y 0 Z, r O a a 0 d ro M ro E ° m N a 0 c a a 2� � ao D m o mr O L U N 5. N ° a O Y o ¢ o U -,° O oa ro nd 0 0.d .N 3 m ro a r N C U � 3 0 3 "xa �i ro N O (D In O C U Q. x o a)cn (D a) �o ro U O p C C c, o E' _ L_ y •3 � o w U C d ° s° ° m o E L y N 2 Y CL N C -O N :E �- C > N '.°-1 C U Co M =� o rnm E E °' 8 = m m m = N N O c0 ro � o � � rog rn c ° 23 � c w O y U N .0 a Zdk ao a� `o c c 3 •° 3 U CL% m al a p 70 N '0 a C C m ro w o In a m E � a �L M �y 0 � U = L ro y m ro tm o mV E `o 0 E cY roY = 3 ro �t 0 0 5 �° 3 V) C Y 0)U)C T 0 ,O pa U Q U y J= � C ro w 101, r � _ n N Q 0 a r o H U c � o 0 z �8 U d o LL U 0 o = Z 0 Oa QC CL - 0 U U m DEMO EXISTING PLUMBING FIXTURES COMPLETE. EXISTING ELEVATOR AND ASSOCIATED EQUIPMENT TO REMAIN. REMOVE EXTERIOR DOORS AND SIDE LITES COMPLETE. DEMO PLAN: 1st Floor SCALE:1/4" = V-0" I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I L/\I LI \IVI\ VVVI\ 1 V 1\LIYI/'111 Y.117 I I I I I I I I REFER TO A200 AND A201 ELEVATIONS FOR MORE INFORMATION ON EXTERIOR DEMO SCOPE. REMOVE EXTERIOR DOORS AND SIDE LITES COMPLETE. PROJECT NORTH NOTE TO CONTRACTOR: 1. DRAWINGS USE COLOR TO INDICATE AND CLARIFY PROJECT SCOPE. GC TO PRINT DRAWINGS IN COLOR AND REFER TO DRAWING LEGENDS, TYP. 2. TENANT SPACE SHALL NOT BE USED FOR RETAIL OPERATION DURING CONSTRUCTION. 3. CONTRACTOR TO MAINTAIN IN GOOD WORKING ORDER ALL LIFE SAFETY SYSTEMS DURING DEMO AND CONSTRUCTION. 4. CONTRACTOR SHALL POST "NO SMOKING" & "NO OPEN FLAME" SIGNS ON SITE DURING CONSTRUCTION, AND PROVIDE APPROVED FIRE EXTINGUISHERS ON SITE FOR THE DURATION OF CONSTRUCTION. LEGEND: ® EXISTING WALLS TO REMAIN ® DEMO SCOPE ® NIC (NOT IN CONTRACT) DEMO NOTES: 1. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE DONE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. CONTRACTOR TO COMPLY W/ GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. 2. CONTRACTOR SHALL KEEP JOB SITE IN AN ORDERLY, SAFE AND BROOM CLEAN STATE AT ALL TIMES. 3. CONSTRUCTION DEBRIS AND WASTE SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES, EXCEPT THOSE ITEMS INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN ON THE OWNER'S PROPERTY. 4. SALVAGE ITEMS: REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. 5. CONTRACTORS SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. 6. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE AND MUNICIPAL REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS DURING CONSTRUCTION. 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE DONE IN ACCORDANCE WITH STATE AND MUNICIPAL CODES. 10. TEMPORARY SHORING REQUIRED AS NECESSARY TO BE PROVIDED AND INSTALLED BY CONTRACTOR, TYPICAL. 11. A CONSTRUCTION ENTRANCE SHALL BE DEFINED, TENANT NOTIFIED. THIS ENTRANCE SHALL BE LOCKABLE AND KEPT SO WHEN TRADES ARE NOT ON THE PREMISES. THE LOCK SHALL HAVE A KEY IN A LOCKBOX ON THE PROPERTY FOR OWNER ACCESS AT ANYTIME. 12. WINDOW, DOOR AND OTHER OPENINGS SHALL BE ENCLOSED AND PROTECTED FROM UNAUTHORIZED ENTRY AND INCLEMENT WEATHER AT ALL TIMES. 13. ADEQUATE TEMPORARY/ CONSTRUCTION LIGHTING FOR THE INTERIOR SHALL BE PROVIDED DURING THE COURSE OF CONSTRUCTION. 14. ALL EXPOSED SPRINKLER HEADS TO BE TURNED UP DURING CONSTRUCTION, TYP. 15. CAP ALL PLUMBING SUPPLY / DRAINS TO PREVENT DEBRIS ENTERING DURING CONSTRUCTION, TYP. 16. REMOVE ALL OLD / UNUSED / ABANDONED ELECTRICAL COMPLETE. 17. GC TO CAP / PROTECT ALL MECHANICAL EQUIPMENT TO BE REUSED. 18. GC TO REPORT EX. MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO TENANT AND ARCHITECT ASAP. 19. OWNER ASSUMES NO RESPONSIBILITY FOR THE EXISTING CONDITION OF THE BUILDINGS, OR PORTIONS OF THE BUILDINGS TO BE DEMOLISHED. CONTRACTOR TO LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR CAP & LOCK OFF AND TAG ANY/ALL UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. 20. CONTRACTOR IS RESPONSIBLE, AT THEIR EXPENSE TO PROVIDE TEMPORARY SERVICES DURING ANY INTERRUPTION TO EXISTING UTILITIES TO REMAIN, AS ACCEPTABLE TO OWNER AND TO GOVERNING AUTHORITIES. COORDINATE WITH OWNER'S REPRESENTATIVE. 21. ANY AND ALL STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE IS FORBIDDEN. 22. CONTRACTOR TO CONTACT CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL RODENTS AND VERMIN BEFORE AND DURING DEMOLITION OPERATION. CONTRACTOR TO PROVIDE EXTERMINATOR REPORT TO OWNER/ TENANT. 23, CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION PERMITS, LABOR, AND MATERIALS REQUIRED TO COMPLETE SCOPE. 24. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUBCONTRACTORS TO EXISTING CONDITIONS TO REMAIN DURING DEMO. DAMAGED AREAS TO BE REPAIRED TO MATCH EXISTING, OR AS SPECIFIED IN THESE DOCUMENTS. 25. CONTRACTOR TO REMOVE ALL FLOORING IRREGULARITIES, SUCH AS FASTENERS, J-BOXES, COVER PLATES, EXISTING FLOORING MATERIALS, PATCHING MATERIAL, ETC. 26. DEMOLITION NOT LIMITED TO DRAWINGS. DRAWING INTENT IS GENERAL SCOPE OF DEMOLITION. ENTIRE SPACE AND ALL LIKE ITEMS CONSIDERED PART OF SCOPE. 27. CONSTRUCTION AND DEMOLITION STAGING, BARRICADES, DUMPSTER LOCATION, AND PARKING MUST BE CARRIED OUT TO MINIMIZE DISRUPTION OF PARKING FOR ADJACENT TENANTS/ OWNERS/ RESIDENTS AND VISITORS. COORDINATE WITH OWNERS AS NECESSARY FOR LOCATIONS OF ALL CONSTRUCTION ACTIVITIES ON SITE. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKINI FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 hjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 i www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. 'f L0 Co ,OFF KLYMSON ; • pR101389 CJ : Project MW - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title DEMO PLAN Drawing No. D 101 Issued For Job No. 22013.0 Date Permit 04-15-2022 Jurisdiction Stamp U a -v z C M c N E C c, N w M `o W a) m S L 0 t 2 a N _ ___ _.__._._._...__ ..__ _ _____..-__ __ _ NOTE TO CONTRACTOR: t NOTE: < 2ND FLOOR IS EXISTING TO 1. DRAWINGS USE COLOR TO INDICATE AND CLARIFY a) REMAIN, U.N.O. PROJECT SCOPE. GC TO PRINT DRAWINGS IN COLOR AND REFER TO DRAWING LEGENDS, TYP. 0 N a cc / / / % / / / ; / ; , 2. TENANT SPACE SHALL NOT BE USED FOR RETAIL / //' / / / / %/ q/' / / / % % i// /; ' /' / // ' /' // % OPERATION DURING CONSTRUCTION. 0 / ' / ; / ;'I /" I i ii, / j' // i i /i' / i' % / / / /, / /; /; / ,, /' , / / / ; ' j''/ /' / / /% / j' !%//, /',/ j / ,; / 3. CONTRACTOR TO MAINTAIN IN GOOD WORKING ORDER 1.ALL LIFE SAFETY SYSTEMS DURING DEMO AND / / /' / , / % / / / / / / j /"/' , / / j CONSTRUCTION. $ /�/ ! // / / / / //" / / ✓ / , i �// �/ / / /'' / �/ / /' �/ /` / 4. CONTRACTOR SHALL POST NO SMOKING & N PEN �, // / / / i % i / /' % % / ; % /' / i / !' / /' ' ; EXTERIOR WINDOWS TO „ O O o / / ' / / /' /' %�/ j � / �/ /' / /' /' �/ / / / / %' / // /� // / / ;' i' ! FLAME SIGNS ON SITE DURING CONSTRUCTION AND 1./;' / / i" / / / :'; // / / / % / ! /' / REMAIN U.N.O. TYP. /�/ / % j.'/' /`// /EXTINGUISHERS ;' /' �,'' /.' / /'�/ / / //' % ! / PROVIDE APPROVED FIRE ON SITE FOR THE t ,' /' //' / / / ✓ ;/ / : / / '';' i ; / / /' / ; " % /' ' ' / ' DURATION OF CONSTRUCTION. Q / / / ,i / , /'// / /' / / / / / // w' // ' /" / // i"11 / // ' / // / / i' / , / / I/ / // / % / / %' ! �/' / / / / // / % ' ; , ' / / / /' / / ,,/ / LEGEND: /, / / / ; / / / /, / / / g------- ' i '/ ✓ /" ' /' i ///,/ ' / /%' /'//',/ ; ;//, // / // / //'/ / i %' / 'j/j/ EXISTING WALLS TO REMAIN E / / "I ,� , I 0 il----------+- I--� -i1 I % // ' % / / i' / / / /' / / / / , / a i1-_ =�1 j'' / / i// / / / i/' %'/ ,/'/'/' /' /' �j i'/ i� 'i �/' / ! i DEMO SCOPE / / / ' ' ' / ' ' ' / / / ' , / / / , 2 - -- I /' '/ j //' /'; / // � /// / / / / /� ' NIC (NOT IN CONTRACT) � I/ /' / '/' /' / / I// / // /i /� /i / ' / ' �/! , / / /LLJ REMOVE EXISTING BREAK /' /` / / ;' // / !'; ' ;1 I;' ; / /, ///' / / j , / / / / /' ROOM FIXTURES AND Q) MILLWORK COMPLETE. / / /, '" ' /'// / / / /' / / / . i/,, /,/ //'/ j �j' // / j/ // / / j/ / / ,i //"/, / /,1�1/; ; /' DEMO NOTES: / % /'1. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE d / / / / / ,/ / / / %' , / ,,'/ / / / ///// / i ! / / /"'/,/,. / ;/ / ,' / ' / ,i // .''// / /' ; / /;/,' / / , // / / / PROJECT AND SURROUNDING AREA FREE FROM DUSTAND i' / /i % /, / / / ' / //' / // / '// // / ' ;'/ / / / % /' DEBRIS. THE WORK SHALL BE DONE IN CONFORMANCE WITH / /' / %' /';/ ' /// ;/ ; ,/,/ / / /! ;// ,/'/' /' / /// / / / / , / / / , ,' / THE AIR AND WATER POLLUTION CONTROL STANDARDS AND rn / / / �% / //,'//'" i ! % '' ;' ,/ /' / ; / / ' ' ' ///' ,% / , / "/ / ! ' / , / '" / /' ' / ,! j ,! / REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 8 DEMO FLOOR FINISH @ / ' / / / / /' / ; / ,,/ / � % / / / / / ,/ ' /, , / ; i // / ; / / / / CONTRACTOR TO COMPLY W/GOVERNING EPA NOTIFICATION BREAK ROOM, COMPLETE. ' !' / /' / ' ' , / ' // / / i /',,/ / '7ND,/F`LO�R DQUf AND / /' / /; / / ! / REGULATIONS BEFORE STARTING DEMOLITION. m // / / / / /' /�/ / / / // // / / /;!// , ' , P�rRTITlO� /,�o'R/ElAIN i / // / / i / ; /' ' / / / 2 / / / //' / /. / ' / / /" / /' / j/ /UA.O',,TYP: , / ;'''' ` / / / // / , / ' / 2. CONTRACTOR SHALL KEEP JOB SITE IN AN ORDERLY, SAFE / ; /' % / /' / / �% / //' / /' / / / /% / / ; / / % /` / //j / ' / AND BROOM CLEAN STATE AT ALL TIMES. 19 / /i'/ / ./ / i /'/% // /;/ / / /'/ ;///////;'/'/' // / / / /' , / //// / /// //' i // ,' / i" / i // ,,, / / %; / /'///' // ,/ i ; ,/ ; ' " , / % / / / ; ' // /' , 3. CONSTRUCTION DEBRIS AND WASTE SHALL BE DEPOSITED 0) r - � / / / / / / / / /' / / / / / ' i ;' j / ,r �/✓+", /, / / r - - - - - - - - AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM o ' ///`, i"// / ; ` / / �// // , /// / /� ' / / / ' i' /' i i/ ' / / i / // /� / THE BUILDING REPRESENTATIVE OF THE LOCATION OF / ! / / /' ,/ / / ,' '' / /' / / / / / /' j/ / j' // /' '' ! %' ! !' / ' / /' : / / / /' // / '' I DISPOSAL SITES, EXCEPT THOSE ITEMS INDICATED TO BE .� I / ' / / / / / / / / / ' ,i ! / / /// / / / ' , , /' / % / / " / / �.' ; ' /" / "/ / ` / , / , i / 0�./ /,;%j /// /,// //! % ; /, ///'; �� / /: ; / / I REINSTALLED, SALVAGED, OR TO REMAIN ON THE OWNER'S g I / / / / / i / /' / % // / ;/ / / / PROPERTY. d I / / ,/ / // / / / ,' / / / % // / / i ' / / /// / / ,';,, / / / / /, ;. / '', , '/ '// 0 1 a°, / // / / ' %� / % /'� i" // / / / / % / /� / / / / I 4. SALVAGE ITEMS: REMOVE, CLEAN AND PACK OR CRATE / /� / /' / / / , / �/ // P / / / /� / i , / / i ` j1; / // ' / / / /' ';' / /' / / �/, ITEMS TO ROTECT AGAINST DAMAGE. IDENTIFY CONTENTS > / j / / / - / i' / ; / / /' ' / / / ///, / '/ / / / i' �i� i / / / /' ! /I % % I i ' ,%' j / / /,!' ' , // / ,/ / i / / " , ' OF CONTAINERS AND DELIVER TO OWNERS DESIGNATED / / / % / / i / / ; ' / i //' j" i' i! i / / j, I STORAGE AREA. E I /� / // / / ,/ / / / ' // /�, /'�i/ / / , , /' / ,, / / , / ' 5. CONTRACTORS SHALL BE RESPONSIBLE FOR THE GENERAL a) , / / j / /' ;' / t 1 /; ; / /// ,'' ,/ /' / / , / /'/ / // /' / . " / / /' /' / / / , ;/, I CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE / ' / /;' // ,' / / / /' / / / '` / / /' ' / / % I APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED // / / /'' �' ; /; // ,/ ' ,' % ! , ./ /' / ; _ _ _ - _ / / / /' // %� %' / TO THE EXTERIOR AND THE INTERIOR OF THE BUILDING THE 11 -- - ---- --- ---- - - / ' / , / / / w I / / / ; , / /; / ,' % . '/ // % ;/ / /------------- - ----- ------- ---- --- --- -------- / / /, / / /' / / / % I PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, I // l '' �,T�- ' /// - / / /' ; !/ ,''' v i 1 /' / ;' / /! / r'`,� I LOBBIES, AND CORRIDOR CARPETS. / / / / I A / 11 I / / /� 0 a I 0/ , / / 'j - / / I \ 1 // / / / / / ' 1 6. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, o I ✓ - / j� / /'/ / / ' "'/, j A , I �/ '/ ' / / ' / / / // 1 WHERE REQUIRED PER STATE AND LOCAL CODES. o.s i :! ; / / // ' /� / j / // / / j/ i, v DEMO RAILING AROUND , / ;i / / // /i , ' , a I / % / / / / EXISTING OPENING, COMPLETE. I / / / / - /III I 1 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED ICU.r /' / / ' / ' / / / ! \ i / / / / 1111 I WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE o I ' %'/'�/ // /'/� // ' / / /, I /'// / // v z I / /,I0, ,' I LOCAL FIRE AUTHORITY AND STATE AND MUNICIPAL m cn I ,/ / / / / ' /// :/ / / i / / / ;' % / ", / / ;' "' I v � I /� / ! I I I I I I REQUIREMENTS. '11, IIIII a o i/ / /// / //�!, ///, /// / ///' / / /'/ I v v / /// ''is / /' * I 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF �, / I I / / ' / / ; 1111 I SUPPLY AND RETURN AIR GRILLES, DIFFUSERS &DUCTS TO a / / ' / , / / / ,/ / I 1 1 KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION - - - - - - - i / , ; // / ; / ` / / , // / / / , , /, III - - - _ _ REMOVE EXISTING SYSTEMS DURING CONSTRUCTION. :3 / / / j /' /' / / /' ' ' / / /` ,'� ' / OPEN TO BELOW 1, ,. // / /, ' / / �, I 1 I - I 11 WINDOW COMPLETE. O I ' , / / / / / / ;' ; ' / >' i / , 1 11 V 1 / / 1 1 1 o. i I / // / I//"//" / /, ' / ' , / /''` / // / / % 1 \ i1 , %� /�/ ' /'' ' �' / 1111 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR 'L to / ,! ;. ; ,' / / , / / / % '' / , / 1I I1 / ' 1 0 a) , / /, ; / ,-' / / ' / / i /' / '' /., 1 "I v /' / ,/' / ; 1 1 I I DEMOLITION SHALL BE DONE IN ACCORDANCE WITH STATE AND o E I / / /' /// / / j' � / % / / / / / 11 v 1 i / ' / ' 1* i I MUNICIPAL CODES. r O. % I , , '/ ', j/ �! / / / ,/ , ,'/ / / ; // � 11 V II ' / ' /,, / / 1 111 / ' //, ' /''� / ' I , / '/�' / / '/ ' / I v ' 1 / / // / / '/ I I I' 1 10. TEMPORARY SHORING REQUIRED AS NECESSARY TO BE / ! / / ' /,,i / / , / , / /' / / / i ; / / t.., rIi /' i / / / / I "I V / / / , , / I I .3 0 1 / / / /' / ; / / / i %,/ / // /'/' '. 11 v �; , i ' / / ' ' ' ' / % I PROVIDED AND INSTALLED BY CONTRACTOR, TYPICAL. / ' / ' ''" I I 1 1 x a 1 ' /' , / / / i / , / ,, ; // / / / / / /' / /' " / / / 11111 o 11 ! / / / / / / // i v i ✓ / / / / " / I 11. A CONSTRUCTION ENTRANCE SHALL BE DEFINED, TENANT ° , I / /' /' '/ I ; / i /' ' / /' // ,/" I NOTIFIED. THIS ENTRANCE SHALL BE LOCKABLE AND KEPT SO ' / / / /' ' ' WHEN TRADES ARE NOT ON THE PREMISES. THE LOCK SHALL L / , / / / / , / , / \ /' '/ / / / / ' , / � U / / /' / / / / i / ' i / / ✓ / % / \ / o / / / / / / ; 1 / / / ; / / HAVE A KEY IN A LOCKBOX ON THE PROPERTY FOR OWNER /// / // / , / / I , ACCESS AT ANYTIME. o / M is0I 1 / / /' / / ' /OF /, /' �' / /1-1 11 is I 12. WINDOW, DOOR AND OTHER OPENINGS SHALL BE C C I / / / / % / / / / / / / /� / I/ ' I ENCLOSED AND PROTECTED FROM UNAUTHORIZED ENTRY CL'f/ ' /' / / //'//', j' %' / / / /' ' , / / / / / /' / %/ i / AND INCLEMENT WEATHER AT ALL TIMES. � I /; / / / / / / / /-/ , / // / /' / t, = EXISTING PLUMBIN / i' /'" / �' / / / / o / / / / � / / / % / /' / % /' j / // / , / ;' /" // - / / / /� , ' �/' / 13. ADEQUATE TEMPORARY/ CONSTRUCTION LIGHTING FOR FIXTURES TO REMAI // ' /// /'�/ i /'� / i' / /� // ,' /' / /' / / , '; / THE INTERIOR SHALL BE PROVIDED o �, / / / / / j / / /, j' /' / O DURING THE COURSE OF c I i i / / / /' p / / / /'�/, i' '// / !// / / 1 o w / / ' /' / ' ; ` , ' ! ; / ' / /" / / / ' � / .' / /' ' CONSTRUCTION. �, I , / / /' /' �-'�.`_' EXI$TINCvF41UAi`ryQ�1I�i8` i� AfNl i / % // /'! // // / / �'�'/' '�% �i / ' / / / / // "�/� // / , / / i/'/ 1 E i / / /,/ / / /' / // �/ , - i/ 14. ALL EXPOSED SPRINKLER HEADS TO BE TURNED UP o E I / / // / O ! !' /' ' / / /' , ,'' / / /' / // / / / / / ;' / /' / / /' / / �; / % I / / / / / / , = /,//�/ , % /// / ! / / / / /' / / /' / i' !' / /" / / i / DURING CONSTRUCTION, TYP. / , 15. CAP ALL PLUMBING SUPPLY / DRAINS TO PREVENT DEBRIS EN I0 /// // '/I I / ,'I / �// / //, //,/ / __ / / / ' /'j j' / i' / /' i' / / /' / /' / / / I ENTERING DURING CONSTRUCTION, TYP. lc�o / // ' /'i'/ / '' / /, /' / / // / /% / / % /, /// / / i' / i, / / , / 0 /' / / / ,/ / /' /' / /' / / ' /" / i / 11 ' 1 16. REMOVE ALL OLD / UNUSED / ABANDONED ELECTRICAL C L- - - - - - - - - - // / / ' / / /' / / / i' /' '/ / ,/ i' ' / / / / 0,0 // ///, /'/ / / //` / / ,'/j j / /' ' ' /. /,' // i / %' / / / / / / ! ' /' //'/' /, /', / % - - - - - - - _ - _J E / i,, / n /' , / ', ; / //: ,'/ ,/ / ' COMPLETE. / / �I i / / // / / / / /' / / // /' 17. GC TO CAP / PROTECT ALL MECHANICAL EQUIPMENT TO BE c / /. /'' / // ; " / / REUSED. d U /'/ / // '/ / /- /_//' / / / /;" // //- /j'/' /''/' / / // / ;/ //'i / , / "i ;"// /, /, /,' ;1, / /i// / //. /,: ; - / i / / ;/ , j / '/ ;' / ' / / / i' / 18. GC TO REPORT EX. MECHANICAL, ELECTRICAL, AND o's / / / ,/ % / /" / ; ' / /, " / , / / / / / /' / / / / / / / / / /// / /'/ /' / PLUMBING SYSTEMS TO TENANT AND ARCHITECT ASAP. / / / / / / i / / / / / ,/ �, / / / / /' / i / / / / / /'/ ' ' / / / / / / / / / 19. OWNER ASSUMES NO RESPONSIBILITY FOR THE M 3 EXISTING PLUMBING / / / ;' / ' / :/'' / /" / ' / /' / / '/' / / /// //// : / ;' / I", , / / ;' /' / ' / / , '; ,/ / /`/ / / / /';; /" EXISTING CONDITION OF THE BUILDINGS, OR PORTIONS OF P t FIXTURES TO REMAIN. ' / / % / / % / / % / / / / , / /' / '" / / ' / / /' i /,, / % / /' /'' ; /' /' / THE BUILDINGS TO BE DEMOLISHED. CONTRACTOR T Iv o / / / /// / i / / / //, / // /" / / / % !' /; / I / /, , //, /%'/' / // ;,'/' /:' //' // /, O O � r / / / / /" / ! /' / / / ;/% / //i //' ; /// '; /j'' LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR ,/ , ¢ / / / / j / / ' / /' CAP & LOCK OFF AND TAG ANY/ALL UTILITY SERVICES ' / / � / SERVING STRUCTURES TO BE DEMOLISHED. / , t ao / / / i' / // // ',/% ' //' ' ,' / ' / ' / /J /% / ' /,/ //// i//'/ //// / i / 0 / / % / / / / /' / / / / / / // % /" /' 20. CONTRACTOR IS RESPONSIBLE AT THEIR EXPENSE T 3 0 / / , , / /;/ ; ' / i j i �' ; j / / j i" '' '/ / /' / %' / % ' , / ' ' l' PROVIDE TEMPORARY SERVICES DURING ANY (2).0 / / % /' / / / , /' / / / / / / /, /' /// / i" /' / // / / / / /' / /' / / /' / / /" , //. G =//` '/' /' '/ i i" ;/ '// / , / /% / / /' / /' / i' i/ `/ /' / INTERRUPTION TO EXISTING UTILITIES TO REMAIN, AS o / i�// i / i , / / // �/ %' ;' /; / / ' ,/ %' / " , / ACCEPTABLE TO OWNER AND TO GOVERNING AUTHORITIES. y /" / �, / j / / / / / j / / / / / /' / / / /' / i / / % / i /i' / / w / , /' /' / i / / /` / °� / / / /' i' / / /i ! COORDINATE WITH OWNER'S REPRESENTATIVE. o / /// % / // % i N.E // /' ' / / /,/ ;/ / i/ // / ,/ /' / / /, /;/ / //'/; /'/ / / / /, //'/ /1, /';I '/ /' i '/' /- ;," /,. /, /' '/' a /// "/ / / ; / / / /j // / / /' /' / /' i// , / / // j' i ' /' j % /; , / /; 21. ANY AND ALL STORAGE OR SALE OF REMOVED ITEMS OR E / / // / /' / / /' / / /' / / " / MATERIALS ON -SITE IS FORBIDDEN. 8s / %�i/,/ /i/ /' /,/ /'////' / / i'/ /. / i �'/ / ; ./' / ; i// , /'�, / /' ,, / 22. CONTRACTOR TO CONTACTA CERTIFIED, LICENSED r / / / / / / /' / ' ' / / / / ! / ; / EXTERMINATOR T TREAT BUILDING / /' / / // /i /' / / /' / // // /i O U G AND TO CONTROL U a)/' / / / / / /' / // / / / // / / � / .//��� �/ / RODENTS AND VERMIN BEFORE AND DURING DEMOLITION / /` % / ' / , i �// /' N1,C/ / / / ;' / / / // / /' /' / /�/ / / / / / / ,'' /' / / % / �/ OPERATION. CONTRACTOR TO PROVIDE EXTERMINATOR M � / ; , / / / / /' / / / /' ;/ % i' // / ; ' / / /' / , / '' / / i / / / i' ' / REPORT TO OWNER/ TENANT. w 8 / / ' / % / / / " / % i / ./ i' % / / / / / '' / / / / / / / /' / / / " / , /' / / / / � ,/ / , / i' /' //' /' , / - /, / / /� /' / '' / , / / / %'�,/ / / / / / ' / / '/ i' / ir_i / / / . / / / / / ;' / ' / /' / % /' / i ;' ' ; /' / /'' 23. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION / /' m // / / // % / // / // i/ / / / / / / / / / / PERMITS, LABOR AND MATERIALS REQUIRED TO COMPLETE M� '/ / / / // / / /' //' //i / %j ' i /i / i / /// // / i / / i/ / /:' / /, ' '' /' SCOPE. / /' ! , - i / , , / / , / , / // ' /' /" /;' /. / / , / // / / /'// / , / / / / ;//'/, ' / /'�/ ' /'` / 24. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 10 ca s /' / /' // / // ' / /" / / / /' / / / / / / / ; / / // / // % i , / ! / / / /" j ' / / CAUSED BY SUBCONTRACTORS TO EXISTING CONDITIONS 3 .- / / / i' % , / j/ / / , /" // / - /" / / ,' / , i /' '" / ;' / TO REMAIN DURING DEMO. DAMAGED AREAS TO BE O O ' / / // j /; ! / / / % / / � / / '/ � /' �/' / / // �/ / / / / // / / ' � / / ! ' / / / i / // ' / � / / ' ,! - REPAIRED TO MATCH EXISTING, OR AS SPECIFIED IN THESE DOCUMENTS. U)� Zr_ B 25. CONTRACTOR TO REMOVE ALL FLOORING w c IRREGULARITIES, SUCH AS FASTENERS, J-BOXES, COVER 0'*6 PLATES, EXISTING FLOORING MATERIALS, PATCHING .0 a MATERIAL, ETC. _ _______._ _.... ____ 2 22 26. DEMOLITION NOT LIMITED TO DRAWINGS. DRAWING INTENT IS GENERAL SCOPE OF DEMOLITION. ENTIRE SPACE w = :E AND ALL LIKE ITEMS CONSIDERED PART OF SCOPE. 2.0 a a, 27. CONSTRUCTION AND DEMOLITION STAGING, � C BARRICADES, DUMPSTER LOCATION, AND PARKING MUST BE U CARRIED OUT TO MINIMIZE DISRUPTION OF PARKING FOR C _"� ADJACENT TENANTS/ OWNERS/ RESIDENTS AND VISITORS. COORDINATE WITH OWNERS AS NECESSARY FOR 1 DEMO PLAN: 2nd Floor LOCATIONS OF ALL CONSTRUCTION ACTIVITIES ON SITE. � o D1O2 SCALE:1/4" = T-0" PROJECT ( ) 0,2 NORTH Z O .n ♦- .y H O N J N client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 j jewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron6O@gmaii.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. Project Co.. �, KLYYMSON ;. r T •. ti'` ��• AR101389 • •**1V �'• � ... ,........ ".... rFRED A� (54 v MUV - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title DEMO PLAN Drawing No. D 1 0 Issued For Job No. 22013.0 Date Permit 04-15-2022 I 11111 II ! It I I I I I I 1 - 1.4t 1 L I 1VVII l .17_.i I - Il 11 S ..11_.. 1 13 1 _ 1J__._ _ t _ .!u --- 11�--�� '-- -- -- I I ---- - --- - I - -- - Jurisdicl,on Stamp r— — — — — — — — — — — — — — — — I 4'-5/8 - 3'-2e 5" I u I I I 115 iV1 I CL. I I I CENTER FLOOR DRAIN UNDER LAV. TYP. X o I w I I RESTROOM 1 I e o 2 115 I 104sgft A413 3 I I 5 114 I ALL GENDER m RESTROOM SIGNAGE, I W1 �/ I Ill — I ci SEE 1/A003 I 135 sq ft d I N N 8-3/4'. 11'-101, '� W4 96"' oo 1 - �, Y — o co w I w 1131r "ixfM 4x Ox ° I p W1 J I I Y4 �9 T }Y+N44J 1 j,� 1 w Iro" �,,�}� �nr ,24 ;j "�°; a I„. 0 0 2'-1" 41-8„ 2,-6„ cD 1 I NEW MOP SINK W/ NEW W1 r - LO r ' WATER HEATER ABOVE. JAN a I 3 ° SERV-1��,,,, w C7 z I W1 113 " afro a-:` Z w 'd �. 56 sq ft / \ ®rd ,kb{�{ yt�g ¢ J to (D SERVER r r " ` 0 4P111 16- o ��:�f,, o z 90 sq ft m w ° s �- T �- c6 E m L m L ALIGN WALL BUMP -OUTS W/ EXISTING WINDOWS, VIF. a D- o E y 1111 203 3 I o - $0 � m M 1 A410 3 o �N I NEW EXTERIOR DOORS e NEW EXTERIOR DOORS REPLACE INTERIOR WALL 1 POS ® 1 " AND SIDE LITES. ° AND SIDE LITES. - a ° FINISHES AT EXISTING WALLS r - 00 C 1101 WHERE INDICATED, TYP. U 104 N v a CIL w N F- 345 sq ft O 1 A412 FIX-2 1031, iv EXISTING TENANT SPACE NOTES: 00 ALL EXTERIOR GLASS 1. TENANT SPACE WILL NOT BE OCCUPIED DURING a ALL EXTERIOR CONSTRUCTION. TENANT TO CONFIRM. Y TO RECEIVE FM-1 GLASS TO Y N PRIVACY FILM, U.N.O. - RECEIVE FM-1 2. LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL ° PRIVACY FILM, DURING DEMOLITION AND CONSTRUCTION. - - U.N.O. 3. CONTRACTOR SHALL POST "NO SMOKING" AND "NO OPEN C L ILL- FLAME" SIGNS FOR THE DURATION OF CONSTRUCTION. ULI U o CONTRACTOR SHALL PROVIDE AND MAINTAIN CERTIFIED `" cz7 p J r FIRE EXTINGUISHERS ON SITE FOR THE DURATION OF y o WORK RM. J M 1— 0 w 1 1 N CONSTRUCTION, APPROVED BY LOCAL AND STATE .6 w 110 ¢ III — — — — — — — — - Q — — — — — — ca ° JURISDICTION. 359 sq ft a 0 (D in - - o U C < J J N 1 1 FLOOR PLAN NOTES: 0 0 ¢ ¢ ¢ 101 Q Lo 1. CONTRACTOR AND OWNER TO REVIEW & APPROVE CHALK y y W3 �vr` LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF 20'-10 7/8" 1 1 6 0 2 5 1/2 -5 1/2" PARTITION CONSTRUCTION. Y 0 2. EXTEND ALL STUDS AND WALL MATERIALS TO N A201 SALES I a sr1 CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 0 3 103 r_ t0 I 847 S ft I 3. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO m I A411 1 q I BE LOCATED WITHIN 6" OF ADJACENT PERPENDICULAR E I I 1 PARTITION, TYPICAL UNLESS OTHERWISE NOTED. 8 I I A200 I 1081 1091 2 I 4. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS ow ° I - --- 1 -- - - - I SUBJECT TO MOISTURE AND CEMENT BOARD WHERE TILE IS - I I zt TO BE USED. a I FIX-2 FIX-2 I ci ° o I ��� I 5. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM I �"Li 3 � \ w I r,l?OnF" to/nnn1A/nPI<IKIr CTANnORnC I Inn FCC nTHFRtA/ICF C N NOTED. L I REPLACE INTERIOR WALL a I FINISHES AT EXISTING WALLS I 6. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK a I EX. VAULT WHERE INDICATED, TYP. CONDITIONS PRIOR TO FABRICATION. ° M I 109 3 7. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, 194 sq ft 5'-8 1/4" 17'-4" 6'-2" I STIFFENERS, BRACING, BACK-UP PLATES AND / OR $ --- 0 0 I I SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION I I OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN FIX-1 FIX-1 FIX-1 I ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR a ° I eo 00 I TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR E I — I ARCHITECT'S APPROVAL. 0 L I 1031 I 8. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL o i 1061 DRIVE THRU 1 LO EX. MECH. 24CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & " DEEP FIN-8 P-LAM COUNTER I 108 106 I ON CONCEALED BRACKETS. CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & ° I 176 sq ft CONSULT I HEIGHT TO MATCH EXISTING, EQUIPMENT INDICATED ON PLANS. VERIFY REQUIREMENTS 0 olw< 102 sq ft WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY o I A500 A500 105 w i COUNTER TO INTERFACE WITH CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. - 4 r - - - DRIVE-THRU TRANSACTION o I I I co 8W 1/2" 5 s , I HARDWARE, GC VERIFY m I S AIR I STORAGE NEEDS WITH TENANT. 9. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS o WITH ARCHITECT AND OR MECHANICAL ENGINEER PRIOR TO Y M I UP 28" DEEP FIN-8 P-LAM COUNTER ON INSTALLATION. °' I I 4 S o N I CONCEALED BRACKETS @ 30" AFF. 0 0 I I I 10. UNLESS OTHERWISE NOTED, ALL GYPSUM o NI I BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, ° 3 I I SANDED SMOOTH TO A "LEVEL 5" FINISH, SO AS TO RECEIVE �° I 4'-10" 10" �, �, 13'-10 1/8" 1071 1 "22'-7.1/4" n_ _ - 5" 6'-2" j PAINT OR WALL COVERING MATERIAL. 49'-6 3/8" C 1 I 11. PROVIDE SOUND INSULATION AT INTERIOR WALLS, TO aCREATE AN ACOUSTIC ENVELOPE, UNLESS NOTED L----------— — — — — — — — — ----------� - ------ OTHERWISE. C ' I NO PRIVACY FILM AT DRIVE THRU WINDOW. ° a I I 12. ALL DIMENSIONS TO FINISH MATERIALS, UNLESS � U Q o I I GC TO ENGAGE BANK EQUIPMENT OTHERWISE NOTED. VENDOR TO EVALUATE CONDITION OF 0 EXISTING DRIVE-THRU TRANSACTION I 13. ALL DOOR HANDLES TO BE LOCATED AT 42" AFF UNO. I I HARDWARE, REFURBISH OR REPLACE Z m I I �r r'r"� ���r 14. GC TO PROVIDE BACKING AND MOUNTING BRACKETS AS 0 1 FLOOR PLAN: 1 st Floor NEEDED FOR ALL WALL MOUNTED MILLWORK, FIXTURES, & cc y A101 SCALE:1/4" = V-0° EQUIPMENT. 0-0 PROJECT Z� client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmaii.com 239-242-7367 drawing releases 02 15 APR. 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. F�Pill KL* SON •: 0 � • pR101389 .• C: c�sr�aE� P�G� Project MUV ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title FLOOR PLAN Drawing No. A 1 O 1 Issued For Job No. 22013.0 Q c ~ n Vl J � Date Permit 04-15-2022 111 Jurisdiction Stamp E d t at 0 O q1 D N 0 O C T C a o y c ao Q @ U t � y y �j O) 1.4 .4 C ¢ `o °' U C p� o O 0 a� 3 c �0. w L_ N � O CD 'x a O U �z U O Q Mis CL N �lfi O C O y 0 N " E E O o a d Y � M_ E N 0 M 8 0) E y E C � 0 M T� �n 3 C W �t 0:3 i -C .. U U 0t ao 3 U w r0 O � y O � U 0 0 E U 81 Ca U 'G (` 0 � o 4 O U ma `0 0 �c: Y d 3 � y C C y m m NEW BREAK ROOM MILLWORK AND FIXTURES. FLOOR PLAN: 2nd Floor SCALE:1/4" = V-0" NEW GWB GUARDRAIL W/ WOOD CAP, ALL 4 SIDES OF OPENING. INFILL FORMER WINDOWS; WALL CONSTRUCTION TO MATCH EXISTING, WALL EXISTING TENANT SPACE NOTES: FINISH TO BE PATCHED SEAMLESSLY WITH 1. TENANT SPACE WILL NOT BE OCCUPIED DURING EXISTING; PROVIDE POWER CONSTRUCTION. TENANT TO CONFIRM. FOR SIGNAGE. 2. LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION. 3. CONTRACTOR SHALL POST "NO SMOKING" AND "NO OPEN FLAME" SIGNS FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE AND MAINTAIN CERTIFIED FIRE EXTINGUISHERS ON SITE FOR THE DURATION OF CONSTRUCTION, APPROVED BY LOCAL AND STATE JURISDICTION. FLOOR PLAN NOTES: 1. CONTRACTOR AND OWNER TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 2. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 3. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 6" OF ADJACENT PERPENDICULAR 1 PARTITION, TYPICAL UNLESS OTHERWISE NOTED. A200 4. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE AND CEMENT BOARD WHERE TILE IS TO BE USED. PROJECT NORTH 5. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM GRADE" WOODWORKING STANDARDS UNLESS OTHERWISE NOTED. 6. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 7. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND / OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 8. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLANS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 9. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT AND OR MECHANICAL ENGINEER PRIOR TO INSTALLATION, 10. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 5" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 11. PROVIDE SOUND INSULATION AT INTERIOR WALLS, TO CREATE AN ACOUSTIC ENVELOPE, UNLESS NOTED OTHERWISE. 12, ALL DIMENSIONS TO FINISH MATERIALS, UNLESS OTHERWISE NOTED. 13. ALL DOOR HANDLES TO BE LOCATED AT 42" AFF UNO. 14. GC TO PROVIDE BACKING AND MOUNTING BRACKETS AS NEEDED FOR ALL WALL MOUNTED MILLWORK, FIXTURES, & EQUIPMENT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@aitmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 bjewift@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. h:' OFF KLYMSON 9 ,p.. A(210138 BRED Project MUV ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title FLOOR PLAN Drawing No. Al 02 Issued For Job No. 22013.0 Date Permit 04-15-2022 _!..I 11 :L 111_ !. .1. 1 I II 1 1. IT ! __L_ I. " L 11'. 1 I . .- I - I 111!_--IiL! _____ __ __L...__I_13 7 17 R!._ I _I. -I _ __ - 1- - _- _11 _-- _ -. I I I I I I .i _ _ _ _ Junsdirtion Stamp E m L 0 0 _o Z 0 m c y iU is 3 aD Y O Z, -E 0 O a a 0 m d m L A f0 E .c 0 in 0 A a a o� y ao > M o �L 1v > N = N U 1T N d C O « Y U 2 0 Q `0 (D� C U C a C� C a� C L N 0 0 .0 N m « a c� L_ N 3 0 00 N C L x 0Q o m a� c1 m « (0 U O LO C C aZ L N N 3 o `o O 8 �Q2 0 s� w r 10 ° o NT rn M Y � m- a nM � E w �7, o ,M E E c 0 rn M ro y o iu o � � aa) f0 CD a M ao�io U .0 o Iu 3 L O U U p_ 7 � � L ao oC c 3 •- DU a o� In O Co 0 -O C C m (o C a U m o6E o m A (0 O O U U C L M N o U C c:M �m E `o 0 0 C Y U N m� M 3 0 C L_ � � 3 N� n C Y r W 0 C C C C O o UQ U N L f0 � L eN to a0 U oU) a L 0 I' c 0 z N d � c �8 U 0 LLU o = z C) 0 I- n a Q a o �N EX CEILING HEIGHT TO REMAIN, NEW FIXTURES AND FINISHES. REPLACE EXISTING EXTERIOR SCONCES WITH F10 FIXTURES USING EXISTING JBOXES, WIRING AND CONTROLS, TYP. REPLACE EXISTING EXTERIOR SCONCES WITH F10 FIXTURES USING EXISTING JBOXES, WIRING AND CONTROLS, TYP. EXISTING FIXTURES AND FINISHES TO REMAIN. REFLECTED CEILING PLAN: 1st Floor SCALE:1/4" = V-0" REPLACE EXISTING EXTERIOR SCONCES WITH F10 FIXTURES USING EXISTING JBOXES, WIRING AND CONTROLS, TYP. REPLACE EXISTING EXTERIOR SCONCES WITH F10 FIXTURES USING EXISTING JBOXES, WIRING AND CONTROLS, TYP. 2 LIGHTING PLAN AND RELATED ICAL SHEETS FOR MORE ATION. ERIFY CEILING HEIGHTS DO NOT ;T WITH EXISTING OR PROPOSED JICAL EQUIPMENT, STRUCTURAL TS, WINDOWS, OR OTHER CTIONS, CONFLICTS ARE TO BE 'ED TO OWNER / TENANT / ARCHITECT �TELY, TYP. PROJECT NORTH NOTE TO CONTRACTOR: DRAWINGS USE COLOR TO INDICATE AND CLARIFY PROJECT SCOPE. GC TO PRINT DRAWINGS IN COLOR AND REFER TO DRAWING LEGENDS, TYP. LEGEND: EMERGENCY EXIT SIGN (EL-1) �L3 EGRESS ILLUMINATION (EEL-1) 0 OCCUPANCY SENSOR ® MECHANICAL SUPPLY S1 client MECHANICAL RETURN S2 PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 NIC (NOT IN CONTRACT) 75 john.tiKptFL on@altmed.com GRID SET POINT Q EXHAUST FAN ❑ RED = CEILING -MOUNTED FIXTURE electrical engineer ENGINEERING INC. GREEN = MILLWORK/WALL-MOUNTED FIXTURE ❑ 623 BA 623 T MEY E S, FORT MEYERS, FL 33919 239-432-1550 LIGHT SWITCH jjewitt@comcast.net OS OCCUPANCY SENSOR SWITCH f3 THREE WAY SWITCH 1D DIMMER SWITCH mechanical/plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmaii.com 239-242-7367 RCP & ELECTRICAL NOTES: 1. LEGEND ABOVE APPLIES TO ARCHITECTURAL DRAWINGS ONLY. 2. REFER TO INTERIOR / EXTERIOR ELEVATIONS FOR MORE INFORMATION. 3. SWITCHING TO BE FINALIZED AND COORDINATED WITH TENANT AND ARCHITECT ON SITE. 4. FIXTURES TO BE SELECTED AND APPROVED BY TENANT AND ARCHITECT. 5. FINAL FIXTURE PLACEMENT TO BE APPROVED BY TENANT AND ARCHITECT ON SITE. 6. FRAME TIGHT TO MECHANICAL, TYP. 7. REFER TO FINISH SCHEDULE SHEETA004. 8. COORDINATE ELECTRICAL FOR SIGNAGE WITH SINAGE VENDOR. ELECTRICAL TO BE COMPLETELY CONCEALED, NO VISIBLE J-BOXES, ETC. 9. ALL EXIT SIGNAGE TO COMPLY WITH 2O15 IBC SECTION 1013. drawing releases 10. ALL CEILING GRIDS TO BE CENTERED IN ROOMS, UNLESS OTHERWISE NOTED. 11. ALL CAN LIGHTS TO BE CENTER OF CEILING TILE, UNLESS OTHERWISE NOTED. 12, REMOVED. 13. ALL RECESSED DOWN LIGHT FIXTURES TO BE LED, IC RATED AND 75% HIGHER IN EFFICIENCY, TYP. 14. ALL RECEPTACLES TO BE TAMPER RESISTANT, LUTRON 02 15APR, 2022 ISSUED FOR PERMIT DECORA, 12 AFF, HORIZ. TYP. UNO. 01 13APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for 15. FINAL SWITCH, RECEPTACLE, RECESSED, AND DECORATIVE FIXTURE LOCATIONS TO BE VERIFIED BY TENANT AND architect ARCHITECT PRIOR TO WIRING, TYP. 16. EXTERIOR RECEPTACLES TO BE WEATHER-PROOF AND APPROVED BY ARCHITECT collective office 17, ALL SWITCHES TO BE 42" AFF AND ALL RECEPTACLES TO BE 12" AFF, HORIZ. TYP., UNO. 18. SECURITY, SPEAKERS & AV BY TENANT. 19. ALL DIMMERS TO BE 0-10 DIMMING. ARCHITECTURE INTERIORS 20. CONTRACTOR TO COORDINATE ARCHITECTURAL RCP & DESIGN STRATEGY ELECTRICAL POWER/ DATE TO STRUCTURAL, MECHANICAL. ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS WITH ALL TRADES PRIOR TO COMMENCING WORK. 21. CEILING FIXTURES AND EQUIPMENT TO BE LOCATED IN 9 east 24th st., chicago, Illinois 60616 CENTER OF CEILNG TILE, UNO, TYP. 1-312-818-2006 I www.collectiveoffice.com 22. REFER TO INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR CEILING HEIGHTS. COORDINATE WITH I hereby certify that these plans were prepared under my direction ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TO and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. COMMENCING WORK. 23. REFER TO LIFE SAFETY PLAN FOR CEILINGS WITH U.L. RATED ASSEMBLIES. CONSTRUCT AS REQUIRED. Of-.!O 24. VERIFY LOCATION AND HEIGHT OF ALL FIXTURES, EQUIPMENT AND APPLIANCES PRIOR TO INSTALLATION OF ,t�2�. •O'y ALL CEILINGS. COORDINATE WITH ARCHITECT IF ANY 02:' awsoN •'•; CONFLICT EXISTS BETWEEN MECHANICAL EQUIPMENTAND FF CEILING HEIGHTS. p, ow38g 25. CENTER CEILING GRID IN ROOM OF EACH ROOM IF NO , •: DIMENSIONS ARE SHOWN. �'•. •��� 26. CONTRACTOR MUST VERIFY HEIGHT OF EXISTING MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT PRIOR TO INSTALLING SUSPENDED CEILINGS. COORDINATE / WITH ARCHITECT IF ANY CONFLICTS EXIST BETWEEN NOTED CEILING HEIGHTS AND EXISTING EQUIPMENT. 27. ALL SUSPENDED CEILING HANGERS AND ALL EQUIPMENT Project HANGERS SHALL BE INSTALLED USING WITH NOISE AND MUV - ZEPHYRHILLS, FL VIBRATION BARRIERS WHEN ATTACHED TO STRUCTURAL ABOVE. Location 5230 6TH ST 28. PROVIDE BACK BOX FOR ALL LOCATIONS MARKED "CARD ZEPHYR HILLS, FL READER" OR "DOOR RELEASE" FOR DOOR STRIKE HARDWARE. COORDINATE WITH OWNER/ TENANT. Drawing Title RCP 29. ELECTRIC STRIKES TO BE CONNECTED TO FIRE ALARM SYSTEM AT ALL DOORS THAT ARE PART OF MEANS OF Drawing No. EGRESS, AND SHALL UNLOCK AUTOMATICALLY IN THE Al 03 EVENT OF A FIRE ALARM. SEE LIFE SAFETY PLAN. Issued For Job No. 22013.0 Date Permit 04-15-2022 o I I r I I I 1 n I III .r, 1 11 1 111 !I 'il V C I I 1 !Ie1 111e11_ ice! 1. '1nt I l t _-_ _ u11.-'1_ _ . _ - -----1,-, - - J!.!risdiclion Slmamp E 0 L 0 0 c a v, iu 0 m r 3 m Y 0 m t m E d L r�r ate.. 0 0 a d o c aS o..o E to O y -C U > N � N U O1 w O Y 5 Q o C U C 0 0 0 10 o v c aE m 0 0 o Co w a � 3 0 c N 0 a�i o 1_i C:s a m E x oQ rn �_ c � o o o = a� o �_ L_ N 3 � o `= oN U C � O 0 N o �$ c a1 o E J= C M O C f0 = _ fA L '2 E N �a C U 1 o rn@ �E E M, fD N M O O � O N to O rn C a cc � �' 3 C C v 0 �, V 0 U o � (D 0� ) no 0 0 3 a U c � m 0 N D N o u I M Zo In a m EE a2 C Q 0 � U C @'an) a)o U O C `� Mm o E `o 0 o U - (D M�c � 3 � C L M v c C ) N W � L 5 tl1 07 Vl C pa � Ti U N Q L � � C L L 7 L 0 Qo U 0� Q O z d 0 � 3 > x Q� o LL H O a = z= C� O Q c d 0 O CL v, 0 - 2 NOTE: ALL FIXTURES AND FINISHES ON 2ND FLOOR TO REMAIN, U.N.O. REFLECTED CEILING PLAN: 2nd Floor SCALE:1/4" = V-0" VON -- NIC EX. STORAGE 203 464 sq ft NIC EX. WORK AREA 202 1,407 sq ft NEW HANGING FIXTURES IN EXISTING CEILING GRID. BOTTOM OF FIXTURES @ 12' ABOVE 1ST FLOOR. 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 1 I I F1 :FF1 F1 :F F1 :F EX i I :F �F1 :F �F1 :F �F1 :F �F1 :F �F1 :F �F1 :F �F1 :F --1I I I I I I I I I I I EX. STORAGE 205 446 sq ft NIC NOTE TO CONTRACTOR: DRAWINGS USE COLOR TO INDICATE AND CLARIFY PROJECT SCOPE. GC TO PRINT DRAWINGS IN COLOR AND REFER TO DRAWING LEGENDS, TYP. LEGEND: ® EMERGENCY EXIT SIGN (EL-1) EGRESS ILLUMINATION (EEL-1) OCCUPANCY SENSOR ® MECHANICAL SUPPLY S1 zMECHANICAL RETURN S2 NIC (NOT IN CONTRACT) GRID SET POINT EXHAUST FAN RED = CEILING -MOUNTED FIXTURE GREEN = MILLWORK/WALL-MOUNTED FIXTURE LIGHT SWITCH OS OCCUPANCY SENSOR SWITCH f3 THREE WAY SWITCH fD DIMMER SWITCH RCP & ELECTRICAL NOTES: 1. LEGEND ABOVE APPLIES TO ARCHITECTURAL DRAWINGS ONLY. 2. REFER TO INTERIOR / EXTERIOR ELEVATIONS FOR MORE INFORMATION. 3. SWITCHING TO BE FINALIZED AND COORDINATED WITH IDE POWER AS NEEDED TENANT AND ARCHITECT ON SITE. IEW EXTERIOR SIGNAGE; 4. FIXTURES TO BE SELECTED AND APPROVED BY TENANT AND COORDINATE POWER ARCHITECT. IREMENTS AND LOCATION VANT / SIGNAGE VENDOR. 5. FINAL FIXTURE PLACEMENT TO BE APPROVED BY TENANT AND ARCHITECT ON SITE. 6. FRAME TIGHT TO MECHANICAL, TYP. 7. REFER TO FINISH SCHEDULE SHEET A004. 8. COORDINATE ELECTRICAL FOR SIGNAGE WITH SINAGE VENDOR. ELECTRICAL TO BE COMPLETELY CONCEALED, NO VISIBLE J-BOXES, ETC. 9. ALL EXIT SIGNAGE TO COMPLY WITH 2O15 IBC SECTION 1013. 10. ALL CEILING GRIDS TO BE CENTERED IN ROOMS, UNLESS OTHERWISE NOTED. 11, ALL CAN LIGHTS TO BE CENTER OF CEILING TILE, UNLESS OTHERWISE NOTED. 12. REMOVED. 13. ALL RECESSED DOWN LIGHT FIXTURES TO BE LED, IC RATED AND 75% HIGHER IN EFFICIENCY, TYP. 14. ALL RECEPTACLES TO BE TAMPER RESISTANT, LUTRON DECORA, 12 AFF, HORIZ. TYP. UNO. 15. FINAL SWITCH, RECEPTACLE, RECESSED, AND DECORATIVE FIXTURE LOCATIONS TO BE VERIFIED BY TENANT AND ARCHITECT PRIOR TO WIRING, TYP. 16. EXTERIOR RECEPTACLES TO BE WEATHER-PROOF AND APPROVED BY ARCHITECT. 17. ALL SWITCHES TO BE 42" AFF AND ALL RECEPTACLES TO BE 12" AFF, HORIZ. TYP., LINO. 18. SECURITY, SPEAKERS & AV BY TENANT. 19. ALL DIMMERS TO BE 0-10 DIMMING. 20. CONTRACTOR TO COORDINATE ARCHITECTURAL RCP & ELECTRICAL POWER/ DATE TO STRUCTURAL, MECHANICAL. ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS WITH ALL TRADES PRIOR TO COMMENCING WORK. 21. CEILING FIXTURES AND EQUIPMENT TO BE LOCATED IN CENTER OF CEILNG TILE, UNO, TYP. 22. REFER TO INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR CEILING HEIGHTS. COORDINATE WITH ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TO COMMENCING WORK. 23. REFER TO LIFE SAFETY PLAN FOR CEILINGS WITH U.L. RATED ASSEMBLIES. CONSTRUCT AS REQUIRED. 24. VERIFY LOCATION AND HEIGHT OF ALL FIXTURES, EQUIPMENT AND APPLIANCES PRIOR TO INSTALLATION OF ALL CEILINGS. COORDINATE WITH ARCHITECT IF ANY CONFLICT EXISTS BETWEEN MECHANICAL EQUIPMENT AND CEILING HEIGHTS. 25. CENTER CEILING GRID IN ROOM OF EACH ROOM IF NO DIMENSIONS ARE SHOWN. 26. CONTRACTOR MUST VERIFY HEIGHT OF EXISTING MECHANICAL, ELECTRICALAND PLUMBING EQUIPMENT PRIOR TO INSTALLING SUSPENDED CEILINGS. COORDINATE WITH ARCHITECT IF ANY CONFLICTS EXIST BETWEEN NOTED CEILING HEIGHTS AND EXISTING EQUIPMENT. 27. ALL SUSPENDED CEILING HANGERS AND ALL EQUIPMENT HANGERS SHALL BE INSTALLED USING WITH NOISE AND VIBRATION BARRIERS WHEN ATTACHED TO STRUCTURAL ABOVE. 28. PROVIDE BACK BOX FOR ALL LOCATIONS MARKED "CARD READER" OR "DOOR RELEASE" FOR DOOR STRIKE HARDWARE, COORDINATE WITH OWNER/ TENANT. 29. ELECTRIC STRIKES TO BE CONNECTED TO FIRE ALARM SYSTEM AT ALL DOORS THAT ARE PART OF MEANS OF EGRESS, AND SHALL UNLOCK AUTOMATICALLY IN THE EVENT OF A FIRE ALARM. SEE LIFE SAFETY PLAN. PROJECT NORTH client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed. corn electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 bewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoff Ice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. Of FLpR�o co:• ,AFF KL* SON AR1p1389 •.� ��• ' ti Gj'•• R A •�1` Project MUV ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title RCP Drawing No. Al 04 Issued For Job No. 22013.0 Date Permit 04-15-2022 ! 11 I I I I I I !1 -I ! u -1 11 --- - -- --- l-' -- LL- I ! S. r. LI I L - --1- JUlisCficlion Stamp EXTERIOR DOOR TO REMAIN. I\LIV -VL LAIJ I IIVV Wr IVG THROUGH MILLWORK. DEMO DOOR AND REMOVE EX. PNEUMATIC �4---�.- ASSOCIATED WALL, TUBE SYSTEM. --- ------- -- I I � I llfklpll I II DRIVE-THRU CANOPY CEILING TILES TO BE REMOVED, COMPLETE. NOTE TO CONTRACTOR: DRAWINGS USE COLOR TO INDICATE AND CLARIFY PROJECT NOTE TO CONTRACTOR: SCOPE. GC TO PRINT DRAWINGS IN COLOR AND REFER TO 1. DRAWINGS USE COLOR TO INDICATE AND CLARIFY DRAWING LEGENDS, TYP. PROJECT SCOPE. GC TO PRINT DRAWINGS IN COLOR AND REFER TO DRAWING LEGENDS, TYP. LEGEND: 2. TENANT SPACE SHALL NOT BE USED FOR RETAIL ® OPERATION DURING CONSTRUCTION. EMERGENCY EXIT SIGN (EL-1) 3. CONTRACTOR TO MAINTAIN IN GOOD WORKING ORDER EGRESS ILLUMINATION (EEL-1) ALL LIFE SAFETY SYSTEMS DURING DEMO AND CONSTRUCTION. 6 OCCUPANCY SENSOR 4. CONTRACTOR SHALL POST "NO SMOKING" & "NO OPEN ® MECHANICAL SUPPLY S1 FLAME" SIGNS ON SITE DURING CONSTRUCTION, AND PROVIDE APPROVED FIRE EXTINGUISHERS ON SITE FOR THE DURATION OF CONSTRUCTION. MECHANICAL RETURN S2 ® NIC (NOT IN CONTRACT) LEGEND: GRID SET POINT ® EXISTING WALLS TO REMAIN ® EXHAUST FAN ® DEMO SCOPE ❑ RED = CEILING -MOUNTED FIXTURE ® NIC (NOT IN CONTRACT) ❑ GREEN = MILLWORK/WALL-MOUNTED FIXTURE DEMO NOTES: LIGHT SWITCH 1. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE tos OCCUPANCY SENSOR SWITCH PROJECTAND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE DONE IN CONFORMANCE WITH 3 THREE WAY SWITCH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. D DIMMER SWITCH CONTRACTOR TO COMPLY W/ GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. 2. CONTRACTOR SHALL KEEP JOB SITE IN AN ORDERLY, SAFE AND BROOM CLEAN STATE AT ALL TIMES. 3. CONSTRUCTION DEBRIS AND WASTE SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES, EXCEPT THOSE ITEMS INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN ON THE OWNER'S PROPERTY. 4. SALVAGE ITEMS: REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. T I 1 Io 1 1 5. CONTRACTORS SHALL BE RESPONSIBLE FOR THE GENERAL E r I I I I CLEANING OF THE JOB AFTER ITS COMPLETION WHERE �o 0 0 Q) 0 c T RCP &ELECTRICAL NOTES: APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE 1. LEGEND ABOVE APPLIES TO ARCHITECTURAL DRAWINGS PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, ONLY. LOBBIES, AND CORRIDOR CARPETS. 2. REFER TO INTERIOR / EXTERIOR ELEVATIONS FOR MORE 6 CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION E INFORMATION. WHERE REQUIRED PER STATE AND LOCAL CODES. 2 C 0.0 3. SWITCHING TO BE FINALIZED AND COORDINATED WITH 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED TENANT AND ARCHITECT ON SITE. WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE N N LOCAL FIRE AUTHORITY AND STATE AND MUNICIPAL 4. FIXTURES TO BE SELECTED AND APPROVED BY TENANT AND REQUIREMENTS. ARCHITECT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF ¢` 0 5. FINAL FIXTURE PLACEMENT TO BE APPROVED BY TENANT SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO w AND ARCHITECT ON SITE. KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS DURING CONSTRUCTION. 0 CL 2 PARTIAL DEMO PLAN: Drive-Thru 6. FRAME TIGHTTO MECHANICAL, TYP. a N 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR -115 In A105 SCALE: 3/16" = V-0" PROJECT 7. REFER TO FINISH SCHEDULE SHEET A004. DEMOLITION SHALL BE DONE IN ACCORDANCE WITH STATE AND 0.0 3 NORTH MUNICIPAL CODES. t n 8. COORDINATE ELECTRICAL FOR SIGNAGE WITH SINAGE 0 VENDOR. ELECTRICAL TO BE COMPLETELY CONCEALED, NO 10. TEMPORARY SHORING REQUIRED AS NECESSARY TO BE N VISIBLE J-BOXES, ETC. PROVIDED AND INSTALLED BY CONTRACTOR, TYPICAL. � o x .n 9. ALL EXIT SIGNAGE TO COMPLY WITH 2O15 IBC SECTION 1013. 11. A CONSTRUCTION ENTRANCE SHALL BE DEFINED, TENANT o 0 NOTIFIED. THIS ENTRANCE SHALL BE LOCKABLE AND KEPT SO 2 10, ALL CEILING GRIDS TO BE CENTERED IN ROOMS, UNLESS WHEN TRADES ARE NOT ON THE PREMISES. THE LOCK SHALL OTHERWISE NOTED. HAVE A KEY IN A LOCKBOX ON THE PROPERTY FOR OWNER ACCESS AT ANYTIME. CIO In o 11. ALL CAN LIGHTS TO BE CENTER OF CEILING TILE, UNLESS ° C C `0a ° V) o o .0 N N 'L' .E ° O E 0 N OTHERWISE NOTED. 12. WINDOW, DOOR AND OTHER OPENINGS SHALL BE ENCLOSED AND PROTECTED FROM UNAUTHORIZED ENTRY 12. REMOVED. AND INCLEMENT WEATHER AT ALL TIMES. 13. ALL RECESSED DOWN LIGHT FIXTURES TO BE LED, IC 13. ADEQUATE TEMPORARY/ CONSTRUCTION LIGHTING FOR RATED AND 75% HIGHER IN EFFICIENCY, TYP. THE INTERIOR SHALL BE PROVIDED DURING THE COURSE OF CONSTRUCTION. 14. ALL RECEPTACLES TO BE TAMPER RESISTANT, LUTRON DECORA, 12 AFF, HORIZ. TYP. UNO. 14. ALL EXPOSED SPRINKLER HEADS TO BE TURNED UP DURING CONSTRUCTION, TYP. 15, FINAL SWITCH, RECEPTACLE RECESSED, AND DECORATIVE s I FIXTURE LOCATIONS TO BE VERIFIED BY TENANT AND 15. CAP ALL PLUMBING SUPPLY / DRAINS TO PREVENT DEBRIS E _ ARCHITECT PRIOR TO WIRING, TYP. ENTERING DURING CONSTRUCTION, TYP. =0 M 16. EXTERIOR RECEPTACLES TO BE WEATHER-PROOF AND 16. REMOVE ALL OLD / UNUSED / ABANDONED ELECTRICAL APPROVED BY ARCHITECT. COMPLETE. 17. ALL SWITCHES TO BE 42" AFF AND ALL RECEPTACLES TO BE 17. GC TO CAP / PROTECT ALL MECHANICAL EQUIPMENT TO BE 12" AFF, HORIZ. TYP., UNO. REUSED. to 5 18. SECURITY, SPEAKERS & AV BY TENANT. 18. GC TO REPORT EX. MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO TENANT AND ARCHITECT ASAP. a 19. ALL DIMMERS TO BE 0-10 DIMMING. 19. OWNER ASSUMES NO RESPONSIBILITY FOR THE a 3 20. CONTRACTOR TO COORDINATE ARCHITECTURAL RCP & EXISTING CONDITION OF THE BUILDINGS, OR PORTIONS OF ELECTRICAL POWER/ DATE TO STRUCTURAL, MECHANICAL. THE BUILDINGS TO BE DEMOLISHED. CONTRACTOR Q t ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR 2 WITH ALL TRADES PRIOR TO COMMENCING WORK. CAP &LOCK OFF AND TAG ANY/ALL UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. ° ` 21. CEILING FIXTURES AND EQUIPMENT TO BE LOCATED IN � ° REPLACE CEILING TILES CENTER OF CEILNG TILE, UNO, TYP. 20. CONTRACTOR IS RESPONSIBLE, AT THEIR EXPENSE TO 30 WITH EXTERIOR TILE, TO BE PROVIDE TEMPORARY SERVICES DURING ANY APPROVED BY TENANT/ ARCHITECT PRIOR TO 22. REFER TO INTERIOR ELEVATIONS AND ROOM FINISH INTERRUPTION TO EXISTING UTILITIES TO REMAIN, AS 15= o ORDERING. SCHEDULE FOR CEILING HEIGHTS. COORDINATE WITH ACCEPTABLE TO OWNER AND TO GOVERNING AUTHORITIES. o m ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TO COORDINATE WITH OWNER'S REPRESENTATIVE. COMMENCING WORK. `° 21. ANY AND ALL STORAGE OR SALE OF REMOVED ITEMS OR a. E RELAMP EXTERIOR CANOPY LIGHTING WITH NEW LED 23. REFER TO LIFE SAFETY PLAN FOR CEILINGS WITH U.L. MATERIALS ON -SITE IS FORBIDDEN. 8 LIGHTING OF SIMILAR SIZE RATED ASSEMBLIES. CONSTRUCT AS REQUIRED. Q AND TYPE, TO BE APPROVED 22. CONTRACTOR TO CONTACT A CERTIFIED, LICENSED a BY TENANT/ARCHITECT 24. VERIFY LOCATION AND HEIGHT OF ALL FIXTURES EXTERMINATOR TO TREAT BUILDING AND TO CONTROL L w o PRIOR TO ORDERING. , EQUIPMENT AND APPLIANCES PRIOR TO INSTALLATION OF RODENTS AND VERMIN BEFORE AND DURING DEMOLITION ALL CEILINGS. COORDINATE WITH ARCHITECT IF ANY OPERATION. CONTRACTOR TO PROVIDE EXTERMINATOR m N CONFLICT EXISTS BETWEEN MECHANICAL EQUIPMENT AND REPORT TO OWNER/ TENANT. o CEILING HEIGHTS. c 23. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION ro 25. CENTER CEILING GRID IN ROOM OF EACH ROOM IF NO PERMITS, LABOR, AND MATERIALS REQUIRED TO COMPLETE DIMENSIONS ARE SHOWN. SCOPE. ° a 26. CONTRACTOR MUST VERIFY HEIGHT OF EXISTING 24. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE a) MECHANICAL, ELECTRICALAND PLUMBING EQUIPMENT CAUSED BY SUBCONTRACTORS TO EXISTING CONDITIONS 3 w PRIOR TO INSTALLING SUSPENDED CEILINGS. COORDINATE TO REMAIN DURING DEMO. DAMAGED AREAS TO BE 6 'o WITH ARCHITECT IF ANY CONFLICTS EXIST BETWEEN NOTEDREPAIRED TO MATCH EXISTING, OR AS SPECIFIED IN THESE CEILING HEIGHTS AND EXISTING EQUIPMENT. 0 DOCUMENTS. .6 0 27. ALL SUSPENDED CEILING HANGERS AND ALL EQUIPMENT25. CONTRACTOR TO REMOVE ALL FLOORING I, 26'-0" HANGERS SHALL BE INSTALLED USING WITH NOISE AND IRREGULARITIES, SUCH AS FASTENERS, J-BOXES, COVER o c°- __ VIBRATION BARRIERS WHEN ATTACHED TO STRUCTURAL PLATES, EXISTING FLOORING MATERIALS, PATCHING N a ABOVE. MATERIAL, ETC. r � c? ..2 28. PROVIDE BACK BOX FOR ALL LOCATIONS MARKED "CARD26. DEMOLITION NOT LIMITED TO DRAWINGS. DRAWING u READER" OR "DOOR RELEASE" FOR DOOR STRIKE INTENT IS GENERAL SCOPE OF DEMOLITION. ENTIRE SPACE HARDWARE. COORDINATE WITH OWNER/ TENANT. AND ALL LIKE ITEMS CONSIDERED PART OF SCOPE. w N 29. ELECTRIC STRIKES TO BE CONNECTED TO FIRE ALARM 27. CONSTRUCTION AND DEMOLITION STAGING, c SYSTEM AT ALL DOORS THAT ARE PART OF MEANS OF BARRICADES, DUMPSTER LOCATION, AND PARKING MUST BE EGRESS, AND SHALL UNLOCK AUTOMATICALLY IN THE CARRIED OUT TO MINIMIZE DISRUPTION OF PARKING FOR Z EVENT OF A FIRE ALARM. SEE LIFE SAFETY PLAN. ADJACENT TENANTS/ OWNERS/ RESIDENTS AND VISITORS. COORDINATE WITH OWNERS AS NECESSARY FOR Q 1 PARTIAL RCP: Drive-Thru LOCATIONS OF ALL CONSTRUCTION ACTIVITIES ON SITE. 2; A105 SCALE: 3/16" = V-0" PROJECT NORTH - Z O Q c N J i client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john,tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 bjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmall.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. Project MUV1- ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title DRIVE THRU DEMO & RCP Drawing No. Al 05 Issued For Job No. 22013.0 Date Permit 04-15-2022 Juri,diction Stamp a a o c � a.o at O @L L j it (0)u) °m O - Y U ` Ell o Q o _Q) in Cch U C °U -D O C 2N cL 0 02 y 3 M E o a a L c : z 3:-5 c Z; 3 xa N 0 -0 a M x 0 Q °w No () �O o c c r9a � C 3=C5o p a U C ° o° o N� c a> L ° O rh (6 0 Y m a nM c 0� m c �o E 2 E 0 N N O a7 @ U O � O U � C C N O y V �t n :3a m � d � ° w a° (D 0 c0 3 U y� c _ m a, v o '° in 10 N U 0 M z`o c 'a..; m E o� O L �Q �o N U C (DN m �$ C m °m 01,00 _o E `o E c Y o m m 3 5 Zc 0 ° Y O '3 uj (6 c0 00 0 I CER-2 WALL TILE WAINSCOT TO ALIGN W/ WINDOW SILL, ALL WALLS. 00 I I � Nf _i �I Ii �I I I �I ElI' N M �I FINISH PLAN: 1st Floor SCALE:1/4" = V-0" - --- - - - - --501" 6.3/8" - " 9'-6 1 /2" - - 5" - - - 23'-1 " 4'-5/8" 3'-2" 5'�, 8'-5 3/4 4 1/2" �, _ - 1 STAIR - --OD CL. 56 sq ft 11 NT- i ER- PT - RESTRO M 1 1_ 115 UP 104 sq ft Ex RECEPTICk m---- ER- - 101 �l-- - 589 sq fif I - CORRIDOR _ 114 -- _I _ 35 sq ft 8'-1 3 11'- 0" 9' - - - - _ y , 1� �I 12'-7 - - 2'-1" 1K t'-8" 2' 6" 1 I -- I I . I I J N 1137 - -- _ 7t ft-- SERVE R ��I �- FLOOR FINISHES `'' 11 CONTINUE UNDER 90 sq ft MILLWORK, TYR.- T_ CT- - - - EX. ELEV.Li 11257s ft q - - - - I - --- _ 1 I I I -- N' I � I I I I FLOOR CORE TO SUPPLY POWER --L -MILLWORK-,- MINI- , COORDINATE WITH MILLWORK i 1 I SE POWER & DATA PLAN AND ' I EL CTRICAL PLANS FOR MORE �OS INFIORMATION. �I 1 'I i 04 I sq ; ER- • II JI I I I 1 I I I I - ICI 4'-11" � I i CT-1 I L -- j FLOOR TILE 1 I I SET POINT _ M - 3,159 sq f---- _ _ -+- I - - �. III I - - - 20'-10 7/8 1 -1" � 6'-0" 2'-5 1/2" 1'-� SALES - _ 103 NT- 847 sq ft EX. VAULT- 109 -.. - 194 sq ft 5'-8-1/4" -- 17'4" 00 - - II - - c 17r s7ft- - - 80 1 STAiR12 I I up l 4 sq ft Ii EX -- - _ --I - L - ! --- -- - - _ 4'-10" ---10,,� 13'-10 1/8" 1 I� - - - 22'-7-1/4"- / 49'-6 3/8" EX EX. MECH. 108 102 sq ft 62 100 - 105 _-45 sq -- -- 5" Icy 6'-2" I� LEGEND: /( ) FD FLOOR DRAIN XSJ SCHLUTER JOLLY TRANSITION STRIP - - - PAINT OR OTHER FINISH ASSOCIATED W/ADJACENT WALL -7)1 FINISH NOTES: 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH LOCAL AND STATE CODES. 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 4. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12"x12" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. THREE (3) 12"x12" SAMPLES OF ALL FLOOR COVERINGS. 5. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 6. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 7. ALL FLOOR MATERIAL TRANSITIONS TO BE CONCEALED UNDER DOOR, TYP. USE SS SCHLUTER JOLLY TRIM STRIPS, TYP. ALL FLOORING TO BE LEVEL AND SLIP RESISTANT IN COMPLIANCE WITH FFPC 101 7TH EDITION CHAPTER 7. 8. REFER TO FINISH SCHEDULE SHEET A004. 9. LOCATE FLOOR DRAINS UNDER SINKS IN RESTROOMS, TYP. 10. TENANT TO APPROVE ALL FINISHES PRIOR TO ORDERING. FLOORING INSTALLATION NOTES: 1. CONTRACTOR TO REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL TILE CLADDING AT WALLS, COLUMNS, AND MILLWORK, ETC. 2. CONTRACTOR TO INSTALL ALL TILE AND CARPET FLOOR FINISHES CONTINUOUS UNDER CABINETRY, EQUIPMENT, APPLIANCES, AND FIXTURES, UNO. 3. INSTALLATION OF ANY FLOOR FINISH INDICATES ACCEPTANCE OF THE SUBSTRATE BY THE INSTALLER. DO NOT INSTALL ANY FLOOR FINISHES UNTIL THE SUBSTRATES HAVE BEEN PREPARED TO INDUSTRY STANDARDS, AS DEFINED IN ANSI PUBLICATIONS A108, A118, AND A136 AND MANUFACTURER SPECS, TYP. 4. PATTERNS SHOWN IN PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, AND DO NOT REPRESENT ACTUAL PATTERNS OR MATERIAL/ FINISH DIRECTIONS. REFER TO WRITTEN DESCRIPTIONS OF FLOORING MATERIALS AND DETAIL DRAWINGS FOR ACTUAL PATTERNS. FBC CHAPTER 8 INTERIOR FINISHES COMPLIANCE: GROUP M / NON SPRINKLERED OCCUPANCY: INT. EXIT STAIRWAYS, RAMPS & EXIT PASSAGEWAYS: FLOOR TILE JOINTS TO 'CLASS A BE CONTINUOUS CORRIDORS, ENCLOSURE FOR EXIT ACCESS STAIRWAYS & THROUGH ALL ROOMS, RAMPS: TYP. - CLASS A ROOMS AND ENCLOSED SPACES: - CLASS B PROJECT NORTH (803.1.4 ACCEPTANCE CRITERIA FOR TEXTILE AND EXPANDED VINYL WALL OR CEILING COVERINGS TESTED TO ASTM E84 OR UL 723.) TEXTILE WALL AND CEILING COVERINGS AND EXPANDED VINYL WALL AND CEILING COVERINGS SHALL HAVE A CLASS A FLAME SPREAD INDEX IN ACCORDANCE WITH ASTM E84 OR UL 723 AND BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. TEST SPECIMEN PREPARATION AND MOUNTING SHALL BE IN ACCORDANCE WITH ASTM E2404. FINISH GENERAL NOTES: 1. REFER TO FINISH SCHEDULE FOR FLOOR COVERING AND FINISH CODES AND SPECIFICATIONS 2. FLOOR FINISHES ARE SHOWN FOR FIELD RUN AND PATTERN ONLY. REFER TO COLOR AND FINISH SCHEDULES FOR MATERIAL SPECIFICATIONS. 3. ALL PAINTED AND WALL COVERING SURFACES SHALL BE PRIMED AND RECEIVE ONE FINISH COAT. SEE PAINT MANUFACTURER'S SPECIFICATION SHEETS FOR RECOMMENDED PRIMERS COMPATIBLE WITH EACH SPECIFIED FINISH SYSTEM. 4. PAINT ALL SURFACES FLOOR TO CEILING. 5. ALL METAL SURFACES TO BE PAINTED WITH LOW GLOSS OIL BASE PRIMER AND OIL BASE FINISH COATS IN COLORS INDICATED IN FINISHES TABLE. 6. PAINT ON ALL GYP. BD. SURFACES TO BE APPLIED WITH A HEAVY KNAP ROLLER. 7. GROUT TO BE SEALED PER MANUFACTURER'S RECOMMENDATIONS. CLEAN SEALER OFF THE ADJACENT FLOOR SURFACES. 8. ENSURE PROPER ENVIRONMENTAL CONDITIONS ARE MET FOR THE IN INSTALLATION OF ALL INTERIOR FINISHES. 9. CONTROL JOINTS ARE USED WHERE COLUMN GRID RUNS THROUGH TILE AREAS. START AND ALIGN TILE WHERE CONTROL JOINTS OCCUR U.N.O. FLOOR FINISHES TO CONTINUE UNDER GYP. BD. GYP. BD. TO BE HELD UP FROM FLOOR SLAB 5/8". IF GYP. BOD. DOES NOT ALLOW FINISH UNDERNEATH, HOLD FLOOR FINISH AS TIGHT AS POSSIBLE TO GYP. BD. 10. TRANSITION STRIPS TO BE MITERED AT INTERSECTIONS. 11. FLOOR FINISHES ARE TO BE SLIP RESISTANT. 12. GC TO INSPECT CONDITION OF FLOOR SLAB AND PATCH OR REPAIR SURFACE IMPERFECTIONS. IF FLOOR LEVELING IS REQUIRED, ARDEX MUST BE USED AND IT MUST BE INSTALLED BY AN ARDEX CERTIFIED INSTALLER. 13. GC TO TEST CONCRETE SLAB FOR MOISTURE CONTENT PRIOR TO INSTALLATION OF ALL FLOOR FINISHES. 14. GC TO USE MOISTURE BARRIER PRODUCTS RECOMMENDED BY FLOORING MANUFACTURERS OR QUALIFIED APPROVED BY FLOORING MANUFACTURER. /ram 15. REFER TO RENDERINGS PROVIDED BY ARCHITECT FOR 1 CLARIFICATION ON PAINT COLOR PLACEMENT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN , FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432 1550 jjewltt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT [' t 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW b: issue dale issued for architect ►` tj�q� t collective office a ARCHITECTURE t ' INTERIORS �; tl DESIGN STRATEGY ' 1 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com ' * �' i 11 I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local tLLti M Building Codes and Ordinances. Lw F 0Rt l.i WOMSON •_ •co •. • ARo 91 t. �� �� IZ 1' Project MUV - ZEPHYRHILLS, FL 4 Location 5230 6TH ST ZEPHYR HILLS, FL , i`i'i Drawing Title rr': FINISH PLAN Drawing No. Al06 I Issued For Job No. .i 22013.0 Date;, Permit 04-15-2022 . '1 _ _ !I I 1 1-1 ' 1 r I 1 11 1 Ill IL.-- ___ Junsdlctlon stamp E Y ro 0 0 z ro N N a w ro m 3 Y ro O 0 n. a 0 ro s ro s a ro E d t 0 N .o _ a a o O �c a) L U > n = N 0 " Y '= U ci c° o Q `o = U = o 0a O y 0 aE ro = N .N 0 3 Ch y ro r to N C U � 3 0 o � rn Y =L a = x oQ 0 ro U O 0 c a� 0 L n N 3 -o oo `0 a U C N 0 N d cc O O N U Y N ro ro a in L 2_ T N O C U (p ro =� E E C cc Ns ro U O � _ in M 0 U N � 8 a t5Q ao m o = c 3 •o rn b 0 n a =o _ .0 ro � `o N a U m E ro a 8L M o ro ro Co 0 N U = :5 ro ro W c �S ro 8 0 m U � ° o E = Y O M U N = 3 � ro 0 c 0 N C y L = N .m U) o 8 U< �, a M L� E Q o U dcn CL L U I- U � Q1 0 z� QU 8 LL O F O N (L �_ o O N NOTE: ALL FIXTURES AND FINISHES ON 2ND FLOOR TO REMAIN, U.N.O. FINISH PLAN: 2nd Floor SCALE:1/4" = V-0" EX. ELEV. EQUIP. RM. 210 ^40 sq ft EX. WORK AREA 202 1,407 sq ft EX. CONF. RM 204 281 sq ft PROJECT NORTH LEGEND: /tv1 FD FLOOR DRAIN XSJ SCHLUTER JOLLY TRANSITION STRIP - - - PAINT OR OTHER FINISH ASSOCIATED W/ADJACENT WALL FINISH NOTES: 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH LOCAL AND STATE CODES. 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 4. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12"x12" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. THREE (3) 12"x12" SAMPLES OF ALL FLOOR COVERINGS. 5. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 6. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 7. ALL FLOOR MATERIAL TRANSITIONS TO BE CONCEALED UNDER DOOR, TYP. USE SS SCHLUTER JOLLY TRIM STRIPS, TYP. ALL FLOORING TO BE LEVEL AND SLIP RESISTANT IN COMPLIANCE WITH FFPC 101 7TH EDITION CHAPTER 7. 8. REFER TO FINISH SCHEDULE SHEETA004. 9. LOCATE FLOOR DRAINS UNDER SINKS IN RESTROOMS, TYP. 10. TENANT TO APPROVE ALL FINISHES PRIOR TO ORDERING. FLOORING INSTALLATION NOTES: 1. CONTRACTOR TO REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL TILE CLADDING AT WALLS, COLUMNS, AND MILLWORK, ETC. 2. CONTRACTOR TO INSTALL ALL TILE AND CARPET FLOOR FINISHES CONTINUOUS UNDER CABINETRY, EQUIPMENT, APPLIANCES, AND FIXTURES, UNO. 3. INSTALLATION OF ANY FLOOR FINISH INDICATES ACCEPTANCE OF THE SUBSTRATE BY THE INSTALLER. DO NOT INSTALL ANY FLOOR FINISHES UNTIL THE SUBSTRATES HAVE BEEN PREPARED TO INDUSTRY STANDARDS, AS DEFINED IN ANSI PUBLICATIONS A108, A118, AND A136 AND MANUFACTURER SPECS, TYP. 4. PATTERNS SHOWN IN PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, AND DO NOT REPRESENT ACTUAL PATTERNS OR MATERIAL/ FINISH DIRECTIONS. REFER TO WRITTEN DESCRIPTIONS OF FLOORING MATERIALS AND DETAIL DRAWINGS FOR ACTUAL PATTERNS. FBC CHAPTER 8 INTERIOR FINISHES COMPLIANCE: GROUP M / NON SPRINKLERED OCCUPANCY: INT. EXIT STAIRWAYS, RAMPS & EXIT PASSAGEWAYS: - CLASS A CORRIDORS, ENCLOSURE FOR EXIT ACCESS STAIRWAYS & RAMPS: - CLASS A ROOMS AND ENCLOSED SPACES: - CLASS B VINYL WALL COVERING: (803.1.4 ACCEPTANCE CRITERIA FOR TEXTILE AND EXPANDED VINYL WALL OR CEILING COVERINGS TESTED TO ASTM E84 OR UL 723.) TEXTILE WALL AND CEILING COVERINGS AND EXPANDED VINYL WALL AND CEILING COVERINGS SHALL HAVE A CLASS A FLAME SPREAD INDEX IN ACCORDANCE WITH ASTM E84 OR UL 723 AND BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. TEST SPECIMEN PREPARATION AND MOUNTING SHALL BE IN ACCORDANCE WITH ASTM E2404. 1. REFER TO FINISH SCHEDULE FOR FLOOR COVERING AND FINISH CODES AND SPECIFICATIONS 2. FLOOR FINISHES ARE SHOWN FOR FIELD RUN AND PATTERN ONLY. REFER TO COLOR AND FINISH SCHEDULES FOR MATERIAL SPECIFICATIONS. 3. ALL PAINTED AND WALL COVERING SURFACES SHALL BE PRIMED AND RECEIVE ONE FINISH COAT. SEE PAINT MANUFACTURER'S SPECIFICATION SHEETS FOR RECOMMENDED PRIMERS COMPATIBLE WITH EACH SPECIFIED FINISH SYSTEM. 4. PAINT ALL SURFACES FLOOR TO CEILING. 5. ALL METAL SURFACES TO BE PAINTED WITH LOW GLOSS OIL BASE PRIMER AND OIL BASE FINISH COATS IN COLORS INDICATED IN FINISHES TABLE. 6. PAINT ON ALL GYP. BD. SURFACES TO BE APPLIED WITH A HEAVY KNAP ROLLER. 7. GROUT TO BE SEALED PER MANUFACTURER'S RECOMMENDATIONS. CLEAN SEALER OFF THE ADJACENT FLOOR SURFACES. 8. ENSURE PROPER ENVIRONMENTAL CONDITIONS ARE MET FOR THE IN INSTALLATION OF ALL INTERIOR FINISHES. 9. CONTROL JOINTS ARE USED WHERE COLUMN GRID RUNS THROUGH TILE AREAS. START AND ALIGN TILE WHERE CONTROL JOINTS OCCUR U.N.O. FLOOR FINISHES TO CONTINUE UNDER GYP. BD. GYP. BD. TO BE HELD UP FROM FLOOR SLAB 5/8". IF GYP. BOD. DOES NOT ALLOW FINISH UNDERNEATH, HOLD FLOOR FINISH AS TIGHT AS POSSIBLE TO GYP. BD. 11. FLOOR FINISHES ARE TO BE SLIP RESISTANT. 12. GC TO INSPECT CONDITION OF FLOOR SLAB AND PATCH OR REPAIR SURFACE IMPERFECTIONS. IF FLOOR LEVELING IS REQUIRED, ARDEX MUST BE USED AND IT MUST BE INSTALLED BY AN ARDEX CERTIFIED INSTALLER. 13. GC TO TEST CONCRETE SLAB FOR MOISTURE CONTENT PRIOR TO INSTALLATION OF ALL FLOOR FINISHES. 14. GC TO USE MOISTURE BARRIER PRODUCTS RECOMMENDED BY FLOORING MANUFACTURERS OR QUALIFIED APPROVED BY FLOORING MANUFACTURER. 15. REFER TO RENDERINGS PROVIDED BY ARCHITECT FOR CLARIFICATION ON PAINT COLOR PLACEMENT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 fljewift@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15APR. 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveofce.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. FLp��O9 Y WSON y = OFF c�s'EFRED Project MUV - EPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title FINISH PLAN Drawing No. Al 07 Issued For Job No. 22013.0 Date Permit 04-15-2022 L� I I IH! 1 I I _. I. _ - II 1 1 1 . I! 1 91'.1 1 .1 II !! 1 ! II 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 --d 1 1 Juli,diclion Stamp r 0 0 0 a C, a o c � m o �L U = N N U C1 o Q o , U a C 2 @ a� C -61 co CO CL m a a $ y � 3 0 N 3 3 xa d to N C L a 2 x °¢ M�E; .E 0 � U 0 C C o E— A,_ In 0 O O CCa) G P 0 0 0 yw c m r ° o In Elia .Y M CL N L -P E In -C = In C eU 0 U In Q L Qj (DL M r L ` N N Qo c o zN > �8 U Q d 0 O LL U 0 o H w 2 z_ C7 O Q t N 3- H o O U � GC TO PROVIDE 30 A OUTLET FOR SERVER CABINET. TENANT TO CONFIRM FINAL LOCATION, 0 PROVIDE JBOX TO ACCOMMODATE SERVER CABINET FOR ALL LOW VOLTAGE CABLING. FINAL LOCATION TO BE DETERMINED BY TENANT. I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I STAIR 1 CO I I II I I CL. OFFICE 66 A�`� I 56 sq ft -' 116 — I 92 sq ft I vQ I JJ Q I U _ USB RE I RO M 1 ST O I AP _-I I 115 UP CL WALL I 104sgft / I I us I --- RECEPTION JJ I GFI @ 42" Ht / 101 U'y, 589 sq ft I S3 S3 - CORRIDOR P A �0 I - -- - -- - - 114 I ad t O T I L 135 sq ft Vu / CL ALL ES II GFI A o0 J SW a I J J — I WALL I -- I GFI _ _-JAN _ --- - - �---� 9'. 113 �V 56 sq ft - - I:III EX. ELEV. 112 57sgft WORK RM 110 359 sq ft I SERVER l66"Ii�FF 111 - GC TO COORDINATE POWER AND DATA FOR TV 90 sq ft I DISPLAYS AND WALL MOUNTS. HEIGHT TO BE -� SET BY TENANT. qj - I I %0 SUPPLY POWER AND DATA FOR 66"AFF 1F POS LOCATIONS THROUGH - FLOOR CORE. F I S3 o j P ,j00 PROVIDE QU I'D POWERa DATA PORT, & TELECOM PORK FOR IIII - I I 11 POS ,_ EACH POS STATION (8). POWER I 104 TO BE COORDINATED FROM I FLOOR CORE � O POS 66" FF 345 sq ft I LOCATIONS WITHIN MILLWORK. GC TO CONFIRM POWE & DATA REQUIREMENTS W/ TENANT I � PRIOR TO CONSTRUCTION. I I II II I' I I I 66" AFF wAP J Q I IJ No 102 sq ft S AIR UP j 42 sq fi I I I � I l— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — I I I i I POWER & DATA PLAN: 1 st Floor SCALE:1/4" = V-0" CL WALL J EX. ELECT. 102 61 sq ft CL 1 WALL GC TO COORDINATE POWER AND DATA FOR TV DISPLAYS AND WALL MOUNTS. HEIGHT TO BE SET BY TENANT. PUSH -TO -EXIT SWITCH AT RECEPTION DESK FOR DOOR BETWEEN RECEPTION AND SALES. El PUSH -TO -EXIT SWITCH AND MOTION SENSOR ACTIVATED RELEASE AT HEADER. PROVDE POWER AND DATA AS SALES NEEDED FOR ATM. 103 _ 847 sq ft I PUSH -TO -EXIT SWITCH AND MOTION SENSOR ACTIVATED I RELEASE AT HEADER II AP I it I I I T-8" 5'-0" 5'-0" - T-8" I I I _ CL - I I @ 78" AFF @ 78" A F @ 78" AAfF WALL I -- - - Es - - _J --- --- I `1 1 DRIVE THRU 106 176 sq ft CONSULT j 105 45 slq ft I CL WALL a �� I III �— T �� I I - SB 34" K I I I i J I I I I i I PROJECT NORTH LEGEND: 0 DATA RECEPTACLE ELECTRICAL RECEPTACLE FLOOR ELECT. RECEPTACLE FLOOR DATA RECEPTACLE wAP WIRELESS ACCESS POINT (ON CLG.) ES if ELECTRONIC STRIKE (KEY CARD ACCESS) PB PUSH BUTTON Ms MOTION SENSOR ELECTRICAL NOTES: 1. REFER TO ELECTRICAL DRAWING AND SPECS ALONG WITH THE ARCHITECT'S POWER/ DATA PLAN. 2. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE & FLORIDA BUILDING CODE 7TH EDITION (2020). 3. ALL WIRING SHALL BE #12 AWG COPPER IN EMT CONDUIT UNO. 4. PROVIDE ATYPED CIRCUIT DIRECTORY FOR ALL PANEL BOARDS. 5. NEW ELECTRICAL RECEPTACLE / LIGHT LOCATIONS TO BE WIRED INTO CLOSEST EXISTING CIRCUIT WITHOUT OVERLOADING. 6. PROVIDE GFI RECEPTACLES FOR ALL MECHANICAL, AC, AND REFRIGERATION EQUIPMENT. 7. THIS IS AN EXISTING BLDG. WITH EXISTING SERVICE AND EXISTING GROUND CONNECTION. THEREFORE GC AND SUPERVISING ELECTRICIAN TO VERIFY EXISTING GROUND FOR CODE COMPLIANCE AND REPORT TO ARCHITECT, OWNER, & JURISDICTION. IF FOUND NOTTO BE CODE COMPLIANT, GC & ELECTRICIAN TO UPGRADE GROUND PER APPLICABLE ELECTRICAL CODE. 8. ALL EXIT SIGNAGE TO COMPLY WITH FLORIDA BUILDING CODE. 9. ALL ELECTRICAL RECEPTACLES TO BE LOCATED HORIZONTAL 12" AFF, UNO. 10. ALL SWITCHES TO BE LOCATED AT 36" AFF, UNO. 11. ALL DATA LINES TO HOME -RUN TO TENANT SERVER LOCATION. 12. TENANT TO CONFIRM ALL ELECTRIC STRIKE LOCATIONS. 13, ALL ELECTRIC STRIKE LOCATIONS TO REQUIRE CONDUIT AND BACK BOXES, TYR 14. REFER TO EXTERIOR ELEVATIONS FOR JBOX LOCATIONS FOR EXTERIOR SIGNAGE (SIGNAGE UNDER SEPARATE PERMIT, TYR). client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast. net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmaif.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 I www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. ®F fLo�!o JEFF KLYMSpN ��.• AR101389 • C.) TFh�Eip`'� �I�IZL Project Project MUV - LPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title POWER & DATA PLAN Drawing No. Al 08 Issued For Job No. 22013.0 Date Permit 04-15-2022 _- 7- IL I I I _._ _. ... .-!_I. it i, L__1, .' , III I 1 I I I ll L E I I 11 1 i _1_. Jurisdiction Stamp E 0 L 0 0 to aD 0 Z m Ul y O iU C y a a� N m a� m 3 Iv Y co _O Z r a 0 0 r a, m r A O E N L (e L_ O 0 N O C 21 U u d o a_O a m O —r j C 3 y y U m N 0 �G c £ d C U C °U O 0 2 y C E. (0 N In 3 r y N N t CI C U a :c N � 3 0 — N 3 X d o N C L a X 0 Q C N N Cl w E in o o c c 0 a o a 3 ° o oIn in .0 ° O yCID y Y a E in �0 Ca 0)a) E E 2� Lo y O to `o ° y 0� Iv s 0 o C C y 7t. t O U U a 7 as y U 1� o� y a � o �__ En o `o y O. . _m E ° m a 8 o -o CQ o m -2 �4 W o °t U � U C t 19 N �g r Iv M C o� d 0 E `o 0 -14 C: O 3 � o O O O f0 y C y C ) N C U< !n Q cot6 C C � ° L O U r� In ` y In Q O b N In d C U tE Q 0 Z N Q �g at Q d 0 y U LL O o H = Z_ Oa Q C 0 y U NOTE: ALL POWER & DATA ON 2ND FLOOR TO REMAIN, U.N.O. POWER & DATA PLAN: 2nd Floor SCALE:1/4" = V-0" EX. ELEV. EQUIP. RM. 210 40 sq ft 1 EX. RR 2 209 85 sq ft NIC NIC CLOSET 206 20 sq ft PROJECT NORTH LEGEND: 0 DATA RECEPTACLE (� ELECTRICAL RECEPTACLE ® FLOOR ELECT. RECEPTACLE FA_� FLOOR DATA RECEPTACLE FWAP] WIRELESS ACCESS POINT (ON CLG.) ES ELECTRONIC STRIKE (KEY CARD ACCESS) PB PUSH BUTTON MS MOTION SENSOR ELECTRICAL NOTES: 1. REFER TO ELECTRICAL DRAWING AND SPECS ALONG WITH THE ARCHITECT'S POWER/ DATA PLAN. 2. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE & FLORIDA BUILDING CODE 7TH EDITION (2020). 3. ALL WIRING SHALL BE #12 AWG COPPER IN EMT CONDUIT UNO. 4. PROVIDE A TYPED CIRCUIT DIRECTORY FOR ALL PANEL BOARDS. 5. NEW ELECTRICAL RECEPTACLE / LIGHT LOCATIONS TO BE WIRED INTO CLOSEST EXISTING CIRCUIT WITHOUT OVERLOADING. 6. PROVIDE GFI RECEPTACLES FOR ALL MECHANICAL, AC, AND REFRIGERATION EQUIPMENT. 7. THIS IS AN EXISTING BLDG. WITH EXISTING SERVICE AND EXISTING GROUND CONNECTION. THEREFORE GC AND SUPERVISING ELECTRICIAN TO VERIFY EXISTING GROUND FOR CODE COMPLIANCE AND REPORT TO ARCHITECT, OWNER, & JURISDICTION. IF FOUND NOT TO BE CODE COMPLIANT, GC & ELECTRICIAN TO UPGRADE GROUND PER APPLICABLE ELECTRICAL CODE. 8. ALL EXIT SIGNAGE TO COMPLY WITH FLORIDA BUILDING CODE. 9. ALL ELECTRICAL RECEPTACLES TO BE LOCATED HORIZONTAL 12" AFF, UNO. 10. ALL SWITCHES TO BE LOCATED AT 36" AFF, UNO. 11, ALL DATA LINES TO HOME -RUN TO TENANT SERVER LOCATION. 12. TENANT TO CONFIRM ALL ELECTRIC STRIKE LOCATIONS. 13. ALL ELECTRIC STRIKE LOCATIONS TO REQUIRE CONDUIT AND BACK BOXES, TYP. 14. REFER TO EXTERIOR ELEVATIONS FOR JBOX LOCATIONS FOR EXTERIOR SIGNAGE (SIGNAGE UNDER SEPARATE PERMIT, TYR). client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 j jewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron6O@gmaii.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the Stale and Local Building Codes and Ordinances. Co:' ,AFF KLYMSON ��•. pR101389 .;0 CijS • ,.�.j` � I3f�L Project MUV - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title POWER & DATA PLAN Drawing No. Al 09 Issued For Job No. 22013.0 Date Permit 04-15-2022 Jurisdiction Stamp 0 'm LL E a� 0 0 rn m _o Z uJ C C c a a� N ar L 3 a� M lD _O 'C 7 0 O a CL 0 L M E L 0 y 0 a aoc: ao le' .0 m O �L (D L U > U, N 0 c=i o Q o (n C 0. C EL 16 CA 0 0.a) y 3 m ID 0- a)C U O. N 3 0 N � d a•°i O ii N C L O ` oxx oQ m c m� .9 44; o f0 U O C C 00 L_ n 0 31 7 O 0 U C d O S N O �(D C t O O (n yj M M _ CL N L = c T O C r N O U7 G E E 0 v1 r- 2 N `o m o 2W MD 0 , 0 C1 n M T O 0 � 3 C C 0 N Oa 3 <C °� o. o c a) o C 3c Q, U m� 0 p N U c C @ y o N n M E y a 8r m �2 r M N L rn C �a C py E, o0 _� U y 00 o c � � v 3 2 C Y L � C 0 Ut5 ch Q C f0 -O c C 3 to .m O UL N v) Q O N (L L U F Q O Z y 8 U O U LLO o = Z C� O a � Q c a °a (N O J d ELEVATION: East SCALE:1/4" = V-0" { REMOVE ROOF RAILING, COMPLETE, PATCH AND REPAIR PARAPET, TYP. ALL DENTIL MOLDING ON - - -- - - - - EXTERIOR TO BE REMOVED, __ _ _ _ -- --- ---- -- -- - COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS - --- _- NECESSARY,Y I— 7 — - - - - - II II( GIY 111 II - - -- II II! t�lY 111 II _ -_ II III C71Y 111 II II II! dlv 111 I ELEVATION: South SCALE:1/4" = 1'-0" — — — — — i r r ALL DENTIL MOLDING ON EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS NECESSARY. ALL ASPHALT SHINGLES TO BE REPLACED, TYP. ALL DENTIL MOLDING ON EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS NECESSARY, TYP. ALL ROTTED WOOD ON EXTERIOR TO BE REPLACED, PATCH AND REPAIR AS NECESSARY, TYP. ALL EXTERIOR BRICK TO BE CLEANED AND PAINTED, GC TO COORDINATE COLOR SELECTION W/ TENANT, TYP. i \ — — -7 I I PEDIMENT DETAIL OVER ENTRY TO BE REMOVED, PATCH AND REPAIR BRICK UNDERNEATH AS NECESSARY. T � , }. -r; f GC TO ENGAGE BANK EQUIPMENT VENDOR TO EVALUATE CONDITION OF EXISTING DRIVE- THRU TRANSACTION HARDWARE, REFURBISH OR REPLACE IF REQUIRED. REMOVE ROOF RAILING, COMPLETE, PATCH AND REPAIR PARAPET, TYP. ALL ASPHALT SHINGLES TO BE REPLACED, TYP. INFILL FORMER WINDOW; WALL CONSTRUCTION TO MATCH EXISTING, WALL FINISH TO BE PATCHED SEAMLESSLY WITH EXISTING; PROVIDE POWER FOR SIGNAGE. ALL DENTIL MOLDING ON EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS NECESSARY. ALL ROTTED WOOD ON EXTERIOR TO BE REPLACED, PATCH AND REPAIR AS NECESSARY. ALL EXTERIOR BRICK TO BE CLEANED AND PAINTED, GC TO COORDINATE COLOR SELECTION W/ TENANT. ALL SHUTTERS TO BE REMOVED, COMPLETE. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239432-1550 bewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th St., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. � Of. FL4R'O 40:' JIFF KLYMSOiV �., AR101389 ED L Project r MUV I ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title ELEVATIONS Drawing No. A ^L O O Issued For Job No. 22013.0 Date Permit 04-15-2022 Jois( ict)or1 Stamp a CL o� � $o O �c ° tn N y N t5 0) O 12 X U @ o ¢ o c « d _ ° C O 0 = a� Y 0 3 o a E w L c 0 L � 3 0 '5 'x a CL a =2 oQ m o .E o U 0 O 2 C a� 0 E- o � L rU/1 y O o a c � O Lo c m t ° o N y � N � Y cc o — a y M -2 E w t w c 0 ca aciCn c E c m c A y O N N O � � N M o� 0. CIOc. U 0 c c w O � U B � CL 7 Q N � N a C Y O 0 0 co c 3 . 8 U N .0 0 C -O N m` m y o CL m E ° Q a� L O p U w =a o m d a @� � � o � U C L cn 3 Y o U L m rc m to o, O E o o .r = C y m m m� c 3 � m o c .c 0 3 Y= = Y rn P c c c a U o NQ r ai � a d � L (9 L t ` N N ao U o0 CL t 8 c U � N Z O O � c 0 Q am o �Y U LLO o = Zy U Oa F- .N a ~ 0 O v U � � ELEVATION: North SCALE:1/4" = 1'-0" ALL DENTIL MOLDING ON EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS NECESSARY. r I M7— r 7�T I it I i ! � I I _ ALL DENTIL MOLDING ON 'TEN EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED - AND REPAIRED A -- ` NECESSARY, TYP, — —` —— —— —————— ——— ———— —— - — — —- —, I I _ I-- I - -I ALL ROTTED WOOD ON EXTERIOR TO BE REPLACED, PATCH AND --_ -- __-1--i REPAIR AS NECESSARY, ��_ _' TYP. ALL EXTERIOR BRICK TO - �" - �- BE CLEANED AND , PAINTED, GC TO COORDINATE COLOR LI I L- SELECTION W/ TENANT, I TYP.ALL SHUTTERS TO BE r I - REMOVED, T COMPLETE, TYP.��- ELEVATION: West SCALE:1/4" = V-0" r- - - - -- -- -- -- - -------r- ---- ---I r -_ r - _ — — __; 7 -' - r T� � _- I ,< C, f 'I' I I i I I V r , I � I 1 r I REMOVE ROOF RAILING, COMPLETE, PATCH AND REPAIR PARAPET, TYP. ALL DENTIL MOLDING ON EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS NECESSARY, TYP. ALL ASPHALT SHINGLES TO BE REPLACED, TYP. ALL DENTIL MOLDING ON EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE PATCHED AND REPAIRED AS NECESSARY, TYP. ALL ROTTED WOOD ON EXTERIOR TO BE REPLACED, PATCH AND REPAIR AS NECESSARY, TYP. ALL EXTERIOR BRICK TO BE CLEANED AND PAINTED, GC TO COORDINATE COLOR SELECTION W/ TENANT, TYP. I ALL DENTIL M ON I MOLDING EXTERIOR TO BE REMOVED, COMPLETE; FASCIA TO BE i i ! ; I PATCHED AND REPAIRED AS NECESSARY. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john-tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmall.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. pf. _ FL®,Q�o �E FF LY K MSp N AR101389 /) BRED P►�' 1 Project MUV - ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title ELEVATIONS Drawing No. A201 Issued For Job No. 22013.0 Date Permit 04-15-2022 r t ! [ I !I _.I r u or r VT it" ,. I. I I ! Ili rTq II I'+ !" 'u6 1"II Il1.,. r l , !!111M ' ='r I I I ! 1 II III 1 1-0 if !- nE 11 >'r_ -I r -- - -- -- I . r .1 __ - „1misdic:tion Stamp WALL TO BE FINISHED TO A LEVEL 5 FINISH, PRIMED, SANDED SMOOTH, AND FINISH PAINTED TO RECEIVE VINYL WALL GRAPHICS, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I T o / \ I VVb E 5 $ / \ - 4< A410 LL 5'-4 3/8" 9'-5 1/8" a= 14'-9 1 /2" m r > I 4 INTERIOR ELEVATION: Reception, West ° RECEPTION A410 SCALE:3/8" = V-0" 101 589 sq ft N I U.; CL d c to a � > rnr I co l �t r n r s raj .c I � �r d ! ! 1i rir I iy1 I � I Y WALL BUMP OUTS TO ALIGN WITH r o CL EXISTING WINDOWS, VERIFY ws I DIMENSIONS ON SITE. WALL ° II V •�,' N h'� k �. 1 1 :Aj p a 0 70" COMMERCIAL DISPLAY ON LOW PROFILE WALL MOUNTS, MOUNTING 101 > - - �ISPLA - - - HEIGHTS TO BE CONFIRMED BY - TENANT, PROVIDE BACKING ASr� ' 4 @ NECESSARY RECEPTACLE TO BE r HIDDEN BEHIND DISPLAY, TYP. ! w ",X! j w dpC 4 1ASY Yl:I O ° GWB GWB Lr' GWB GWB GWB a o c NT- NT- NT- NT-1 NT- e .•" Y I A f y ^hl qA y 91 "^ ai CL 4 F a m O NL U — 2'-9" 3/8" - - -- - 8'-5 3/8" - - - X-3 3/8" _ _ --- 5'-4" ° - - _ 23-'-1.1 /8" C O N _ ° 5 INTERIOR ELEVATION: Reception, North O N C a O (0 0 0 A410 SCALE:3/8" = V-0" to 3 C n N co _E a G> C U n r 3 C . N 3 0 N s c = \ / EX. ELECT- Q \ / 102 61 sq ft o \ / C \ / NEW INTERIOR STOREFRONT, y \ / PROVIDE SHOP DRAWINGS a g o T T T a \ / FOR ENTIRE SYSTEM, TYP. o GWB GWB n1uV\\\�i/// GWB zo a C1 - OPEN to N E LU NT- LU- LS- W2 NT- NT- / \li Ili! � � N a y t 9 VINYL WALL GRAPHIC WITH LOGO I :ET T T / \ SIGNAGE BY OWNER / TENANT, 203 3 T ai o / \ GC TO CONFIRM SIZE, TYPE, AND C U l0 _— ° .R 01 C _E °' WB-1 C d 8 Cn � � N 80 M N U to ° T T T - / \ LOCATION OF SIGNAGE WITH - OWNER / TENANT AND PROVIDE / \ POWER AND/OR BACKING AS / \ NEEDED. .d, hFh, p1I, rtr ,ru4�l.;:vK t-;J .fiR, 4 '. , .b^ INTERIOR ELEVATION NOTES: WALL TO BE FINISHED TO A LEVEL 5 I " kF� I 1. GENERAL CONTRACTOR TO VERIFY ALL APPLIANCE / - ---- / \ FINISH, PRIMED, SANDED SMOOTH, MILLWORK COORDINATION. d S- �. 4 9 k .'- Ft� f m a - - - - AND FINISH PAINTED TO RECEIVE i s r 1011 v 2. CONTRACTOR AND ARCHITECT TO REVIEW &APPROVE ° Y I VINYL WALL GRAPHICS. I .w 1 2'-9 5/8" _ 14'-11 1/4" (3 EQ.) VLF _ _ 1'_-_8.1/8" _ „ '" CHALK LINES OF PARTITION LAYOUT PRIOR TO - --- - 10 0" - 1'-8 1 /8'- - - -- - ---- EQ. EQ. i COMMENCEMENT OF PARTITION CONSTRUCTION. C .�r - w ^,'� /n d r r� r rw '-x P u 31' 1 1 /4" - ---- - - - -- ; �`"."r •< r, ,..r ': „ , J 3. EXTEND ALL STUDS AND WALL MATERIALS TO �: .... CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 2 INTERIOR ELEVATION: Reception, West 4. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO o A410 SCALE: 3/8" = V-0" BE LOCATED WITHIN 4" OF ADJACENT PERPENDICULAR 3 PARTITION, TYPICAL. o y m o 5. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM in g GRADE" WOODWORKING STANDARDS UNLESS OTHERWISE a NOTED. ch a O , E [` '1 6. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK °' a ' CONDITIONS PRIOR TO FABRICATION. I •t., c o GWB GWB 7. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND / OR I; r SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION NT- / LU \ LS_ NT- OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN 3 t o ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR FM-1 I u TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR m Y / C: N c � ARCHITECT'S APPROVAL. ° _ -7:E 8. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL ° o o I I / / \ h CONNECTIONS AND PLUMBING SUPPLY FITTINGS & ° NEW EXTERIOR STOREFRONT CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & o mY O / 1021 w W1 1011 VV1 DOOR AND SIDE LITES. h y :t 101 c EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS 3 r WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY z o 0 0 - \ iv a r r CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. ° _ I I / FLOOR TO RECEIVE PRIVACY I �� 9. PREPARE ALL FLOOR SURFACES AS REQUIRED TO ALL EXTERIOR GLASS ON I ST °0 3 / a ^ x 5 N FILM, U.N.O. h r ' ' {yx " ` '` 1- _' ' I RECEIVED FINISHES AS NOTED ON FINISH PLAN, ENLARGED o s I _ DESK-1 _ _ _ I \ / B 1 I j� FINISH PLANS &FINISH LEGEND. C. 10. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED 8 N m SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR irWALL COVERING MATERIAL. N t 3--4„- - - - - 5' 6- - - - 2'-8 5/8" EQ. 3'-0" 2'-8 5/8" EQ. 11. FINAL LOCATION OF COAT HOOKS, GRAB BARS, TOILET L a` ° --� --- - - j PAPER HOLDERS, AND TOILET CONTROLS TO BE a 8 8'-10" _8'-5I COORDINATED AND APPROVED BY ARCHITECT. -- - - . 3,_61- _ -- - _ 8 - 3/4 -- - - 1 /4" V I F - 6'-b o 12. GC TO PROVIDE BACKING AND MOUNTING BRACKETS AS > z NEEDED FOR ALL WALL MOUNTED MILLWORK, FIXTURES, & C0 3 INTERIOR ELEVATION: Reception, East 1 ENLARGED FLOOR PLAN: Reception EQUIPMENT. o W m 0 3 o A410 SCALE: 3/8" = T-0" A410 SCALE: 3/8" = V-0" PROJECT O NORTH H = z_ O O� a ~ ii o �N U J� client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 hjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. �F:• ..... KLYMSpN ��C • gIt101389 • : V STFa?ED P�G� Project MUV - EPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title INTERIOR ELEVATIONS Drawing No. A41 0 Issued For Job No. 22013.0 Date Permit 04-15-2022 1. 1"ML . 1," 1 011 1 . I I 1 I I I "p. •p�,cl1! e!<II I I � !. m_I. —L—I _ -- _ I I � —_--. _ _ _ _ I I .. I. II_ �. I _ 1L 1 1 �. I •1 r I ! _ • 1 1 -. - - l ". _ 1. Junsdiclion Stamp E d t d U) 0 y d iu c In a a� d a; m Y f0 0 7 c t= 0 0 a) t m m t m E m t m L_ O 71 0 w O c T a a- O C � a,o kU' D m O -C > Ru ,n In 5 m Y U a� y $n C U C U 00 O B O y a N C N 0 0. .� N 3 r A a) a5 Y a a) C_ U C �_ N � 3`0 C tl1 cn N O U to a) CDC _ a 0` °Q CD C a7 C O O 0 C O O C a L' 0 y 3 � � 0 � o a 8) o ° ° O 0 r cT m t ° o N y Y m m= a n c - E N L w C •o C U 0 0C _ E E a' E Q c a) N m m o In O O m a -C T O u �' 3 c c 0 d a1 Zr a SOa IY O` L ao o� 0 •.0 U C � 10 r- 0 a) N CO as � C C �. y o m E a oL �Q o (D �w 0 a) U � U C 3La' o U .t a) rn C C E `o 0 a7 Y U (, O a3 r-� o �� '° .3 ,n c N C ) C Cn C p T O «. EL C)Q L N f6 •O C2 J �3 t 2 w n Q O U m� L U F' C U 0 IE Q p Z m (, a o � $ LL U 0— H � = Z _ O O o ~Q C a ~ 0 O y U J CD o) O O GWB SOFFIT AT CEILING HEIGHT CHANGES, TYP. ATM NICHE W/ GWB LID, VERIFY PRODUCT SPEC AND SIZE BEFORE CONSTRUCTION. NEW INTERIOR STOREFRONT, PROVIDE SHOP DRAWINGS FOR ENTIRE SYSTEM, TYP. 2'-1" 4'-8" 2'-6" 2'-1 7/8" 6'-4" - - 3 0" 2"�� 2'-10" - _ T-0" 2" J,J 2'-5 5/_8" V-8" 2'-5 5/8" ---- - EQ. 1V-4 7/8" 9'-6" 1 1'-1" 6--0" J, _ 6-7 1/8" INTERIOR ELEVATION: Sales, North SCALE:3/8" = 1'-0" GC TO COORDINATE POWER AND DATAAS REQUIRED FOR MILLWORK INTEGRATED DISPLAYS, TYP. - - 6'-2" T-8" EQ. 5'-0" ,�- 5'-0" � -3'-8"-EQ. — - - 5'-8 1/4" 64 3/4" - 34'-7" INTERIOR ELEVATION: Sales, South SCALE:3/8" = V-0" -- -- - 12'-11 1/4" - - -� 14'-11 1/4" (3 EQ.)_VIF T-2 3/4 - - ----- - 1T-1 7/8" �8" - -- -- 48'-11" INTERIOR ELEVATION: Sales, East SCALE:3/8" = V-0' )ANT LIGHTING ED WITHIN 'ENING, T/O 'O ALIGN W/ T/O \IL, SEE 2ND :P. RIOR STOREFRONT, SHOP DRAWINGS RE SYSTEM, TYP. ,PHIC BY OWNER. 3E FINISHED TO A WISH, PRIMED, 'MOOTH, AND NTED TO RECEIVE _L GRAPHICS. INTERIOR ELEVATION NOTES: 1. GENERAL CONTRACTOR TO VERIFY ALL APPLIANCE / MILLWORK COORDINATION. 2. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 4. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJACENT PERPENDICULAR PARTITION, TYPICAL. 5. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM GRADE" WOODWORKING STANDARDS UNLESS OTHERWISE NOTED. 6. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 7. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND / OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 8. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 9. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVED FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 10. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 11. FINAL LOCATION OF COAT HOOKS, GRAB BARS, TOILET PAPER HOLDERS, AND TOILET CONTROLS TO BE COORDINATED AND APPROVED BY ARCHITECT. 12. GC TO PROVIDE BACKING AND MOUNTING BRACKETS AS NEEDED FOR ALL WALL MOUNTED MILLWORK, FIXTURES, & EQUIPMENT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS,FL33919 239-432-1550 bjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. A� ' '"� v1: FF 1CLYMSON AR101389 . C) R ED Project l MUa- ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title INTERIOR ELEVATIONS Drawing No. /� w 4 II Issued For Job No. 1 1 22013.0 Date Permit 04-15-2022 I - _- R .I 1 _ _ I 1 11 II9.. 1111 1 1 I 1 . I I! I .' 1 L__ _- - .�— I I- _ I I. 1l t L- Jurisdiction Stamp 0 c a aU ov c � a.o m O mL a) L U > C !j N U (M4) N C_ O Y U �« c w d C U C a C N C O N M y 3v N w° yea a L ° o C N j 0 T� `1 C L 0- ° O C' f0 w O U O 0 C C CL z- 0 0 at Cn N 3 �o p & C O Q, O N y C d t ° o M Y d CU_ a in t -O E N 'F = C O C 2�6 CU 18, 1. aci E c 8 v°, o to M o 2 ° to Ms rn C a L O C O 4, U �0 �r 8 U U n �Q � or a0 C Y .• d p C c 3 c m a o o C a) C a� m E ° �Q o ° ° U .4 ,o U C t O N U L N '0 c Iv m to rn CO m N E `o 0 E CY O 3� � 3 � 0 C L_ 7 �C: C Y uS m N INTERIOR ELEVATION: Sales / POS, West SCALE:3/8" = V-0" INTERIOR ELEVATION: POS Back SCALE:3/8" = V-0" ---------27'-4"(4EQ.) 4" 6'-8" ------------� 2T-4"4EQ. - — - L� - - 3 3-7/8" 37'-3 7/8" INTERIOR ELEVATION: Menu / Storage Wall SCALE:3/8" = V-0" 46-11 " TYP POS MILLWORK, SEE MILLWORK DETAILS. GC TO COORDINATE POWER AND DATA FROM FLOOR CORE, THROUGH MILLWORK TO EACH POS STATION, TYP. NEW GWB GUARD RAIL W/ WOOD CAP, ALL 4 SIDES OF EXISTING OPENING, TYP. GC TO COORDINATE POWER AND DATA AS REQUIRED FOR DISPLAYS. TYPICAL STORAGE MILLWORK, SEE MILLWORK DETAILS. NEW PENDANT LIGHTING SUSPENDED WITHIN FLOOR OPENING, T/O FIXTURE TO ALIGN W/ T/O GUARD RAIL, SEE 2ND FLOOR RCP. NEW GWB GUARD RAIL W/ WOOD CAP, ALL 4 SIDES OF EXISTING OPENING, TYP. TYP POS MILLWORK, SEE MILLWORK DETAILS. SURFACE FINSH INSTALLED ON SITE, CONTINUOUS ACROSS ALL POS STATIONS. INTERIOR ELEVATION NOTES: 1. GENERAL CONTRACTOR TO VERIFY ALL APPLIANCE / MILLWORK COORDINATION. 2. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 4. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJACENT PERPENDICULAR PARTITION, TYPICAL. 5. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM GRADE" WOODWORKING STANDARDS UNLESS OTHERWISE NOTED. 6. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 7. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND / OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 8. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 9. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVED FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 10. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 11. FINAL LOCATION OF COAT HOOKS, GRAB BARS, TOILET PAPER HOLDERS, AND TOILET CONTROLS TO BE COORDINATED AND APPROVED BY ARCHITECT. 12. GC TO PROVIDE BACKING AND MOUNTING BRACKETS AS NEEDED FOR ALL WALL MOUNTED MILLWORK, FIXTURES, & EQUIPMENT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmaii.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. KLYMSOAV AR101389 • ��V F"ZED AR Project MUV - IEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title INTERIOR ELEVATIONS Drawing No. w 4 1 Issued For Job No. 22013.0 Date Permit 04-15-2022 Jurisdi(A1011 Stamp 24" RLAM UPPER CABINET W/ WIRE PULLS OVER FRIDGE. 'i ' PROVIDE HOLE IN BOTTOM / cL FIN�7 OF UPPER TO ALLOW ' DOOR f MICROWAVE CABLE TO PASS N THROUGH. L Qi / Q� 12" RLAM UPPER CABINETS ih M�Rpyv�vE 36"COUNTER ILL DEPTH F� \Q W/ WIRE PULLS. REFRIDGERATOR N W/ICEMAKER p CONNECTION. 00 FIN-8 N FAU-2 > ;T RLAM COUNTER 24" P.LAM BASE CABINETS W/ WIRE PULLS. c _ N j TOE KICK ATTACHED TO DOORS AT SINK FOR 3'-7/8"2'-0" 3'1'-6 WHEELCHAIR ACCESS. 9'-6 7/8" �7INTERIOR ELEVATTON: Break Room SCALE:3/8" = V-0" v m a o� c a,o U UUU (V Co L O L U � N � O N y Y U O Q O y f' 0 a C N U a C N ° a� C 0 N 'y 3 r 0 N c0 Y a `w c rG C. r N Q) 3 0 — m 0. D oQ aD °c' m 0 ar o .0)` 0 ° o 7 O N U C `1 O ° N C N t ° o u! N Y �M a u1 L C U 1p C N C E ro 00 `o `o M 5 N m 0 am m o. M o ` o a 3 c c w O O :3 w L a �Q m v 0 � ot_ C � O m `p c c 3 •� •-0 c E2 rn 0 O c U a � u n m E y a �L v cQ o m 0 U C L M N 3 o m N c c, O MCI -do) E `0 0 0 c� U . p, C M 3 0 0 0 c �r �� r UN 0 o U Q U N t� C C`= Z C U N u Q` 0 a r cc) F c o z= w �g 8 LL. o° H = Z_ 1. Q c 0 0 U zi 9) M 6" L L V-0" L_ 2'-0" L T-1 1 /4" 7'-2 3/8" L '1 13'-9 3/4" INTERIOR ELEVATION: Restroom 1, West SCALE:3/8" = V-0" EX CEILING HEIGHT UNDER STAIRS TO REMAIN, NEW GWB, VERIFY HEIGHTS ON SITE. INSTALL GRAB BARS PER LOCAL ADA REQUIREMENTS, PROVIDE BACKING AS NECESSARY WALL TILE TO ALIGN W/ WINDOW SILL, TYP FORWARD APPROACH ADA CLEARANCES TO BE MET UNDER SINK. INSTALL GRAB BARS PERLOCALADA REQUIREMENTS, PROVIDE BACKING AS NECESSARY \ GWB \ SCHLUTER JOLLY \ NT- TRIM AT EXPOSED TILE EDGES, TYP. \ r' \< GB-3 1142 \ \ / TTD-1 b / s / - O / N / TOI-1 5'-8 1/4" V-5 3/8" V-3" " 2'-0" 1'-0" 11'-7 5/8" INTERIOR ELEVATION: Restroom 1, South SCALE:3/8" = V-0" 4 ENLARGED FLOOR PLAN: Break Room A413 SCALE:3/8" = V-0" PROJECT NORTH I, 4'-2 1/8" I, 5'-6" I, 4'-1 5/8" I, INTERIOR ELEVATION: Restroom 1, East SCALE:3/8" = V-0" - 1 V-7 5/8" , INTERIOR ELEVATION: Restroom 1, North SCALE:3/8" = V-0" 1 ENLARGED FLOOR PLAN: Restrooms SCALE:3/8" = V-0" SCHLUTER JOLLY TRIM AT EXPOSED TILE EDGES, TYP. RECESSED PAPER TOWEL DISPENSER / TRASH, INSTALL PER MANUF. SPEC. PROJECT NORTH INTERIOR ELEVATION NOTES: 1. GENERAL CONTRACTOR TO VERIFY ALL APPLIANCE / MILLWORK COORDINATION. 2. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS OTHERWISE INDICATED. 4. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJACENT PERPENDICULAR PARTITION, TYPICAL. 5. ALL MILLWORK SHALL CONFORM TO AWMAC "CUSTOM GRADE" WOODWORKING STANDARDS UNLESS OTHERWISE NOTED. 6. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 7. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND / OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 8. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 9. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVED FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 10. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL, 11. FINAL LOCATION OF COAT HOOKS, GRAB BARS, TOILET PAPER HOLDERS, AND TOILET CONTROLS TO BE COORDINATED AND APPROVED BY ARCHITECT. 12. GC TO PROVIDE BACKING AND MOUNTING BRACKETS AS NEEDED FOR ALL WALL MOUNTED MILLWORK, FIXTURES, & EQUIPMENT. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 SSUED FOR PERMIT 01 13 APR, 2022 ISSUED FOR CLIENT REVIEW issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. of FLO Co: F KLYMS0/y AR10 89 �E6D Project MUV LZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title INTERIOR ELEVATIONS Drawing No. A413 Issued For Job No. 22013.0 Date Permit 04-15-2022 Jurisdiction Stamp E a� w a� 0 LA z m N N Qf U m c u, a m rn 0 cc L 3 m _O C 10= a a O N L_ N (e L M c6 E L M z O W a 0 w a C c 0 a 2 c ao a M O �L -55 U N U t5 01 N N C O Z." Y o Q o 0 m C U C O C 4 N c aB m 0 02 'N 3 C C U C t N 3 0 X S] N o a� C r C U a :3 N —O Q m N L C @ �' C W 5 o c P a� 0_ � N 3 � 3 O O ,a U C d O O N o C ry m O E N y Y M M_ a V, ru L — C A U O C cp C -0 E E 2 E C 0 U °i c .N ru 0 `o `o M s rn 10 0 0) C a C > O U ?r C C N .7O d U 0 a 3Q IY o t ao aci 0 cc: 0 U p b In 0 C a) 'C M N a ccv EE d U L C Q o M 0 m L`o U C U � O N L a) �a c c M m M M om E `o 0 E �Y o M �_ m 3 7 O O 0 C LS S O U C Y C Cn C C EL o UQ U N L � f0 � M uL U L � ON Q U d y a L o � c o 7 > o a U N 0 LL U 0- H 4, = Z_ o O a � Q c a F a O N U � � 0 N I`` 141, IIII�77� ELEVATION: Fixture 2, Side SCALE: 1" = 1'-0" v zo M N 33/4„ 33/4, i I I ZI ' Z LC i I 3 SHELFI, /4" SHELF I I I I i ELEVATIONS: Fixture 1, Side SCALE: 1" = 1'-0.. 0 fV 20 oM 3/4" SOLID WOOD CAP, OVERHANG WALL 1/4" BOTH SIDES, TYP. VJ i � M GWB GUARDRAIL, CONSTRUCTION SIMILAR TO WALL TYPE 1. EX FLOOR CONSTRUCTION. Z C� J Q SECTION: GWB Guard Rail SCALE: 1" = V-0" ELEVATION: Fixture 2, Front SCALE: 1" = 1'-0" 3 SECTION: Fixture 1 A500 SCALE: 1" = 1'-0" N COUNTER MATERIAL AND SIZE VARIES, SIZE BRACKET TO ALLOW 2" - 6" OVERHANG, SEE PLANS. VARIES _ 2"- 6"� "IRON SUPPORTS" FLAT HIDDEN COUNTER TOP SUPPORT FASTENED w TO STUD BEHIND DRYWALL, INSTALL PER MANUF. SPEC. REINFORCE METAL STUDS FOR BRACKET INSTALLATION PER MANUF. SPEC. I SECTION: Concealed Bracket Counter SCALE: 1" = 1'-0" PLAN: Fixture 2 A500 SCALE: 1" = V-0" CL 2'-8" I 11/2„ 11/2'7 -N 2'-5" - �GR�TN - 55" DIGITAL - - DISPLAY ON LOW PROFILE MOUNT: NEC MODEL ME551 DUPLEX RECEPT. MOUNTED IN WALL CUTOUT IN BACK PANEL FOR DIRECT ' ATTACHMENT OF TV MOUNT TO WALL N "PIP U c� —j— � I- LOW PROFILE I IV MOUNT BY OWNER; y PROVIDE BLOCKING FIN-1 FRAME 2'-10„ 7 CUTOUT�� l w U iDJUJ U i - - �-z�--GRWIN— 3„ FIN-5A SHELF; SLOT `d INTO BACK PANEL �— FIN-1 1 z I� III I FIN-4 V ELEVATION: Fixture 1, Front SCALE: 1" = V-0" T-6" 2 A500 MILLWORK FINISHES KEY: FIN-1: RIFT SAWN WHITE OAK VENEER WITH CLEAR FINISH FIN-2: AE CORE WHITE LEGNO PVC LAMINATE FIN-3: PANOLAM NM562-8001-LZ FRESH PAPAYA THRU-COLOR PLASTIC LAMINATE FIN-4: BRUSHED STAINLESS STEEL SHEET METAL FIN-5: POMPEII QUARTZ / ONDULATO / 2 CM FIN-6: TECKTON RIFT & QUARTERED WHITE OAK PRIME GRADE PLANKS 5/8' x 7" WIDTH FIN-7: AE CORE VEIL OF MIST PVC LAMINATE FIN-8: FORMICA LAMINATE 8812 TINTED PAPER TERRAZZO 4 NV 2'-8" 3" M M � M T fO 2'-5" TV FRAME e C' u PLAN UPPER SECTION 2'-8" PLAN SECTIONS: Fixture 1 SCALE: 1" = 1'-0" II 2'-8" ►z-v 55" DIGITAL DISPLAY ON LOW PROFILE MOUNT: NEC MODEL ME551 POWDER COATED ALUMINUM OR STEEL FRAME AT DIGITAL DISPLAY M T FIN-5A SHELF BELOW SLOT QUARTZ SHELF INTO BACK PANEL AND PROVIDE BLOCKING AS RE..00RED client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 bjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail. com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. re� pF F O�!O o aymso/y : • ?J AR101389 • ��(� ;SIX SQ.P►� 'L 3 c� Project MUV - EPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title MILLWORK DETAILS Drawing No. A5 O 0 Issued For Job No. 22013.0 Permit 04-15-2022 Jurisdiction Stamp 0 m u_ E 0 t 0 0 y m 0 Z 0 U m c w n a> N 0 6 c r L E v; 0 c o..o � � m m � t � i N to i Q O N ` N I U N p O , O a 3 N Co L CL ..t r C U L = 3 �0 x� a> I o i'i C L 0 a> `o As ` y o I U 0 I m c i aw I y N C o. i O ,n 1 C N O p, i y � I p EO y N Y � i m— L to I Ern 0 aci c of a) ° E o � V m E c I y O m 1; B 0 M o c a i 0 o ' � 3 C N ! � U I ` I L Q ! of ao 3 0 I N U o to m O I � U C .� i d o� o ! a i E L 8L P cQ ID I m O cc o w c� a c cc �m m� o c I � Y r y ! M I � � c is i rn c C Y n c L 0 v 0 Q Co (D� i r � i Q o .0 F- c ZN �o U > Q o Z > O:n < N r0 J � 3/4 1'-10" 3/4 1'-51�g" 3�4 [ 1r 51�8rr 3�4 1'-10" 3�4� ELEVATION: POS-1, Back SCALE:1" = 1'-0" 6'-10" SLIM 400�" I I I o � I WHITE MELAMINE AT CN (- -- FACE OF SHELVES, PULL-OUT, AND CABINET INTERIOR ON STAFF SIDE FIN-1 RECESSED TOE KICK ELEVATION: POS-1, Front SCALE:1" = V-0" WALL THICKNESS MIN. REQUIRED TO HOUSE ELECTRICAL DEVICES SECTIONS: POS-1 SCALE: 1" = 1'-0" riv,.0 ti»►e�inn FIN-5 COUNTER r_�.a;l�yaa�o WIRE CHASE AND LE TRANSFORMER MOUNTING LOCATIC PROVIDE REMOVABI ACCESS PANEL WALL THICKNESS MIN. REQUIRED TO HOUSE ELECTRICAL DEVICES FIN-5 COUNTER FIN-2 I I I I I I FIN-6 PLANKS. INSTALL INFIELD TO RUN PLANKS CONTIGUOUS ACROSS ADJACENT INLINE POS COUNTERS FIN-4 TOE KICK IN SAME PLAIN AS FIN-2 PANEL ABOVE FIN-5 COUNTER OPEN SHELF WIRE CHASE AND LED TRANSFORMER MOUNTING LOCATION; PROVIDE REMOVABLE ACCESS PANEL MILLWORK FINISHES KEY: FIN-1: RIFT SAWN WHITE OAK VENEER WITH CLEAR FINISH FIN-2: AE CORE WHITE LEGNO PVC LAMINATE FIN-3: PANOLAM NM562-8001-LZ FRESH PAPAYA THRU-COLOR PLASTIC LAMINATE FIN-4: BRUSHED STAINLESS STEEL SHEET METAL FIN-5: POMPEII QUARTZ / ONDULATO / 2 CM FIN-6: TECKTON RIFT & QUARTERED WHITE OAK PRIME GRADE PLANKS 1/8' x 7" WIDTH FIN-7: AE CORE VEIL OF MIST PVC LAMINATE FIN-8: FORMICA LAMINATE 8812 TINTED PAPER TERRAZZO client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 jjjewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail.com 239-242-7367 drawing releases 02 15 APR, 2022 ISSUED FOR PERMIT issue date issued for architect collectiveoffice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local 3 4 4 Building Codes and Ordinances. STAFF SIDE A501 A501 A501 I" `I ryy — - — - FIN-5 COUNTER — -- - — — — - ()V FLO - - ATDEC MONITOR ARM-_ �Q�.•• •9 ,1 KWYMSON v � - - -- - �� N- ---- - -- --- - - - -- - - - - - - - _ Project MLIV - ZEPHYRHILLS, FL CUSTOMER SIDE -6" 1'-6" Location 5230 6TH ST 6-10" ZEPHYR HILLS, FL :. 2 Drawing Title Af! +. A501 MILLWORK DETAILS Drawing No. A501 • E� 1 PLAN: POS-1 ' u Issued For Job No. A501 SCALE:1" = 1'-0" 22013.0 !� Date', Permit 04-15-2022 'rt; y to Jurisdiction Stamp E d r m 0 z d Cc N a 0 rn a� m L 3 d y O Z' 'C a 0 d a> m L m E at L m 'o m v= 0 c a a d o c ai o .o E .n ccaa O @L a, L U > N N o W m p " Y U C� o Q o N C U N p > C U O 2 N c aE m 0 02 'N 3 E a) CU C C_ U C W � 3 0 a) a� o t E [ L a O U X 0 Q O a) a) C (Dcc 'U O c C a Z` o L N 3 o U C N O O N 0 Nw c m cc L O O cc M - y n o OC E N `_ o c .M m aci c - E EW E o, m c y y O O cc 1; O 2 O y m� Q c a O T Li .8 3 c C C N O '5 U t N 2 O a �Q W 2 L as N p c C 3 _o �.2 c � m to N d v, c c a) co o c a. co E d a 0A__ O L � E cQ m:E m L O N •3 d c �g O C c co E o 0 E CY O p N C 3 � O C L_ -o0 3 C oQ) V1 y L 7 N 0 CL 8Q U y L (0 y C C � Q, L O !EN L o Q` 0 d L U C Vc Q O Z a) U �S o � w L)LLO o = Z_ C9 O a � Q c a ~ oa 0 "2 rn MILLWORK FINISHES KEY: FIN-1: RIFT SAWN WHITE OAK VENEER WITH CLEAR FINISH FIN-2: AE CORE WHITE LEGNO PVC LAMINATE FIN-3: PANOLAM NM562-8001-LZ FRESH PAPAYA THRU-COLOR PLASTIC LAMINATE FIN-4: BRUSHED STAINLESS STEEL SHEET METAL FIN-5: POMPEII QUARTZ / ONDULATO / 2 CM FIN-6: TECKTON RIFT & QUARTERED WHITE OAK PRIME GRADE PLANKS 5/8" x 7" WIDTH FIN-7: AE CORE VEIL OF MIST PVC LAMINATE FIN-8: FORMICA LAMINATE 8812 TINTED PAPER TERRAZZO O C) 2'-6" VISIBLE SIDE ELEVATION (SIDE ABUTTING POS-1 MAY BE FINISHED IN WHITE MELAMINE) 9 ELEVATIONS: Panel-1 A502 SCALE: 1" (D N r° i 9 A502 8 PLAN: Panel-1 A502 SCALE: I" = V-0" FIN-1 F- Z Z) ry W tl W SECTION: STO-1 SCALE: 1" = V-0" (76 ELEVATION: STO-1 SCALE: 1" = V-0" ABINET \MINE ON ALL SIDES C 18" D x 36" L x 40" H ROLLING CART BY OWNER WHITE MELAMINE CABINET INTERIOR FIN-1 DOOR FIN-4 AT LOWER 6" OF SIDE PANEL AND LOWER 51/z" OF DOOR (FACE AND SIDES) STOPAT MIDPOINT OF OPENING MECHANICALLY FASTENED TO FLOOR IF REQUIRED FOR DOORS TO ALIGN WHEN CLOSED O ti SECTION: STO-1 SCALE: 1" = V-0" 2'-1" ELEVATION: STO-1 SCALE:1" = 1'-0" 55" DIGITAL DISPLAY MENU ON F LOW PROFILE NON -TILING MOUNT FIN-2 AT INTERIOR FACES OF TV RECESS 18" D x 36" L x 40" H ROLLING CART BY OWNER WHITE MELAMINE CABINET INTERIOR FIN-1 DOOR FIN-4 AT LOWER 6" OF SIDE PANEL AND LOWER 51/2" OF DOOR (FACE AND SIDES) STOP AT MIDPOINT OF OPENING MECHANICALLY FASTENED TO FLOOR IF REQUIRED FOR DOORS TO ALIGN WHEN CLOSED ER 6" OF SIDE PANEL 51/2" OF DOOR (FACE AND SIDES) PLAN: STO-1 SCALE: 1" = V-0" SCALE: 1" = V-0" ELEVATION: STO-1 SCALE: I" = V-0" Q, g" c 6-10" 4'-6" 2'-4" 4'-2" 2" . I I I Z_ Z U U FIN-2 TOP OF UPPER CABINET 6 A502 FIN-1 COUNTER 18" D x 36" L x 40" H ROLLING CART BY OWNER WHITE MELAMINE CABINET INTERIOR ADJ. WHITE MELAMINE SHELVES FINISHED ON ALL SIDES FULL OVERLAY CABINET DOOR WITH EUROPEAN SOFT CLOSE HINGES, TYP. FIN-2 NON -LOCKING CABINET WITH TOUCH LATCH (NO EXPOSED HARDWARE) FIN-1 COUNTER; NO OVERHANG S.S. CAM LOCK FIN-1 CABINET DOOR FIN-4 client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS, FL 33919 239-432-1550 j jewitt@comcast.net mechanical / plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL KEVIN ADAMS kevatron60@gmail, com 239-242-7367 drawing releases 02 15 APR. 2022 ISSUED FOR PERMIT issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com 1 hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. co FF K1.YMS0/y Aft10138g ..�/ Project MU ZEPHYRHILLS, FL Location 5230 6TH ST ZEPHYR HILLS, FL Drawing Title MILLWORK DETAILS Drawing No. A ^J 0 L Issued For Job No. � 22013.0 Date Permit 04-15-2022 Jurisdiction Stamp E a� 0 z m C c to a N N N io .0 3 y 0 r � 0 o. 0 0 tv t L cc E d t 0 O , n d o c N O U N N O) d Y C O Y U o Q o m o a in Lo 0 OR .� d o € C a d C a t y z 3 0 c 915 3 xn d m o E"i d C L o. 0 2 x oQ a) d 0°C' to U O o C C N � •3 a o � o o- c � NoN (D CO N a� o E - L N N 0. 'O f0 NL C Co cc E 8 N M ts p � 7 N O O 0) C O. N O,Y S 3 c in O 4, U 7 G U C �a or c c � o $ 3 0 U c • o b U � � c m `0 ,n a E y m v E cQ o @ `m 2-6 y U U Cyy .0 O N 3 (' 0 m AC E _o 0 p C Y U N d C t6 ' o �Lo- 0 0 '� cg C N � � C to .1 C 0 g �Q N L Ig c m.2 w �L U N Q 0 a t o O z o U Q LL $ U o = z .-__'. O O� r r O 2 FROSTED GLASS PANEL LS W/ BLACK CRL GENEVA STYLE GLASS CLIP OR FM-1 ' APPROVED ALTERNATE. III I III I I I II (I'll DRAWER I! II � I I 3 FULL N I EXTEN l I I SO DRAWERS W/ 4" S.S. ao l I II I WIRE PULLS FIN-1 M I WHITE MELAMINE Fi N -1 DRAWER FRONTS ; I INSIDE PANEL d CAM LOCKS AT LOWER I TWO FILE DRAWERS. , o- I! 8„ I; , I �I I 1 I � - 0o M - I I Il PULL-OUT �I �i I I - —> - - _ -------------- RECESSED TOE KICK, _ I TYP. 1 1/4"_ 2" _ 1'-10" 4'-5 3/4" 2 8'-10" SECTION: Desk-1 SCALE: 1" = V-0" MILLWORK FINISHES KEY: FIN-1: RIFT SAWN WHITE OAK VENEER WITH CLEAR FINISH FIN-2: AE CORE WHITE LEGNO PVC LAMINATE FIN-3: PANOLAM NM562-8001-LZ FRESH PAPAYA THRU-COLOR PLASTIC LAMINATE FIN-4: BRUSHED STAINLESS STEEL SHEET METAL FIN-5: POMPEII QUARTZ / ONDULATO / 2 CM FIN-6: TECKTON RIFT & QUARTERED WHITE OAK PRIME GRADE PLANKS 5/a" x 7" WIDTH FIN-7: AE CORE VEIL OF MIST PVC LAMINATE FIN-8: FORMICA LAMINATE 8812 TINTED PAPER TERRAZZO I 4" 1'-11" 174 Y2 -4"- �, SECTION: Desk-1 SCALE: 1" = V-0" \WER FIN-3 I I III II IF1N 3' II FULLEXTENSION PEINC FIL �t ', D.R�V R rINri11�DI�AIVM R �I F NT ci :' R S I I I I II' I FII I I I I I i � I II II I o I c � I �FN1 I I II I I 21 FIN- - M i I I M M - - I I 'FIN-1 IIII I I I i I WHITE MELAMINE INSIDE PANEL II II �o - 1 I II I I II II �n , CV I II F IIN:4 � I Ii _ U --- LL-OUT I _- 1 " 3„� �2T- 1,-7e 2" V-9 3/4" �, I V-8" 1 1 /4", , _ - 5'-10" - I ELEVATION: Desk-1 SCALE: 1" = 1'-0" I WALL Ill II; II' PULL-OUT I °p III, 6 I°�� A503 ,,I'll II I UJ GU>ww In LLIJ > 0 c0 W 0- In III w l I' z � p AUTO/SOFT CLO! o `1 EXTENSION C I II it GLID i:n I I , 5 Z 4 II II; I A503 ,,III Ili I c KNEE SPACE DRAWER , I I I V r III I. _ II II l I co V HI ' T-4 3/4" — . 2'41 PLAN SECTION: Desk-1 SCALE: 1" = 1.4. �E, FULL (RAWER ES, TYP. PLAN: Desk-1 SCALE: 1" = 1'-0" 34" I LS FROSTED GLASS PANEL W/ BLACK CRL GENEVA STYLE GLASS CLIP OR APPROVED ALTERNATE. 5'-6"- --- mil' FM-1 n FIN- rr I I I I I I. I IIII I ,III i I I I I i I I I I I I I I �II 77 II!ill'�:7 - I I II I I r I 5 I l I I I II I I r I I I I I I I I I I II• I II I I I II I II �I I I l I i I I I 'll I I 1 . e I I I! I ,I I I I I I III I I I I.I 1 I I I I I I in '•II; I.I,I ICI ,IIII I I II I I '� I l I I I I I I I I I I l i II I I IIIII IIII IIII �� I I II II I I I II I i I I I I I I III I I I I I I I I II II I I i I I I,II i II. I i I I I I I I � FIN�2 I � i i Ill I I I I I I II I Ili I I I I I I I I I i I I I I I I I I I I I II I I ill I II I 'Il 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 II I I I I I I li li I I I II I I II I I � I I III II I I FIN1 1' I I II I I I IIII I IIII II III II I I. � I; I I i I i I I ' i I I I I I I II I I II (IIIII. I I I II ,i I' I III I I I I I I I I I I III , I I III Ili I IIII IIII 'I ; ,III 'L' i I Ili; i I I I I II I I I I II I 'I l i FI _ I I' I i I I I I I � I i II 4 I III I II 111 ,� l IIII I III IIII I I i I' I' I i I I II I I I ' III I I 'ill' I i i liljl III I � j III I I i L I j i i ; II I I I - - T-2° - _ _ 5'-4 3/4" I ELEVATION: Desk-1 SCALE: 1" = 1'-0.. client PLANTS OF RUSKIN LLC JOHN TIPTON PO BOX 126 RUSKIN, FL 33575 john.tipton@altmed.com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MEYERS FL 33919 239-432-1550 jjjewitt@comcast.net 'v mechanical / plumbing engineer P 9 9 KEVATRON ENGINEERING INC. 2324 CORAL POINT DRIVE CAPE CORAL FL M KEVIN ADAMS kevatron60@gmail.com 239-242-7367 (V drawing releases 02 15APR, 2022 ISSUED FOR PERMIT issue date issued for architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveotflce.com I hereby certify that these plans were prepared under my direction and to the the best of my knowledge conform to the State and Local Building Codes and Ordinances. of- �: `OFF KLYMSO/y '.. l r� .1 6-6" Project 8'-10" MU - ZEPHYRHILLS, FL 2 Location 5230 6TH ST A503 ZEPHYR HILLS, FL Drawing Title MILLWORK DETAILS Drawing No. A ^ O 3 Issued For Job No. 22013.0 Date Permit 04-15-2022 I �-___ " ,. , , i _. J_ ID L_ _ 1 .V L_ i II I 1. 11 _ ir. _1 ! __- I I. I 1 _._ If I i11 II 1 191 IP r1111N S d S > L d 0 S � T U1 d� E U N N S ?' 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U L O Y � N L C In O d E 3 v N S C C 3 +'' S O 4+ + Y L # N a �S a a +� N X N N 3 UI w O 0 L 4' a X a ; N C 3 L 0) O v d d aj 41 LA 4 d C o In O 4' d +' U O Ca S d .,1 a v U = 3 U1 d U 4 U 0 L t 0 U +' 3 O In N L L 4 O 0 d _Ili 1A C E N N O U T L L N Q d -y N a 41 N 7J3 N 0 L E U s T 4- I d C O O v4 4' rn T C -- v IL Q E 4 .N C d C C O In 0 a UI UI N d d N N L L 0 L T Ut d C 0) d 0) C E c >, L S N4 U s 41 CU o a, � :P L ._ U N S -0 41 L o L + a u 0 t O L N Uj L a> L 41 L 0 3dd U_ L S d U 0) 4a N N N 4 a U1 O C C a LAoY C In +1 d d v a 41 C C UI NOL C 41 UO d v 4 S a Eau_v C U N � 4 C o C°a TU i L Ur1J d d to O) L S N N 7 U— L U L +' U ¢ L t d d 41 a, a s +� u Ln L V 04 Leo 3 3 C 3-N� 0 - a E E 41 O Eo 0 L N U a4_' C 5 C OS C5 d4 L d i N¢ > d L L 3 3S 40, +� 0 4 d E O }a O N + -as o 0 + o, +I L>T d O i= L +' ,� s a InL� U 0 0 U 4' In d In T L S L C IJ� N a aN, +' N dUO.1 L 41 Q) E d N U In s +' a u, N u v� L 4 a a Ns N S > Ln 4- 4' O > S d H 3� IL Z C > Q v N U d E v a 4' 0 3 U 0 ° v U L 4' L 0 T L Z +! O = o� ~41u Q 0 -0 n- a o 13 . aL U -J 0 a PROJECT NORTH PI I IKARwr, 7AIn PI P PI Am PLUMBING LEGEND SYMBOL DESCRIPTION MATERIAL SANITARY SOIL WASTE PIPING PVC 1120 -------------- SANITARY VENT PIPING PVC 1120 -----•--- COLD WATER PIPING, OUTSIDE BUILDING PVC 1120 — - — - — - — - — COLD WATER PIPING, INSIDE BUILDING CPVC — — — —, — HOT WATER PIPING (1/2" ARMAFLEX AP-2000 INSULATION) CPVC -------------- HOT WATER RETURN PIPING (1/2" ARMAFLEX) CPVC C CONDENSATE DRAIN LINE (1/2" ARMAFLEX INSULATION) PVC 1120 LINE SIZE BRASS VALVE NIBCO '—' GATE VALVE SET IN 8"PVC SLEEVE NIBCO T-111 01 11MMILIf: 01 ALI Lld1TCQ . O EXTEND & CONNECT TO THE EXISTING DOMESTIC HOT OR COLD WATER PIPING ABOVE THE CEILING. COORDINATE/VERIFY CONNECTION REQUIREMENTS. O EXTEND & CONNECT TO THE EXISTING SANITARY. THE ACTUAL LOCATION OF THE EXISTING UNDER SLAB SANITARY IS ASSUMED. COORDINATE/VERIFY CONNECTION REQUIREMENTS. O REMOVE THIS EXISTING FIXTURE. CAP WATER SUPPLIES ABOVE THE CEILING. CAP SANITARY LINES BELOW THE SLAB. O PROVIDE NEW BREAK ROOM SINK IN THE LOCATION OF AN EXISTING BREAK ROOM SINK. PROVIDE NEW ANGLE STOP AND SUPPLIES. O PROVIDE NEW HOT WATER RECIRCULATING PUMP AND HOT WATER RECIRCULATION PIPING AS SHOWN. I I Fri----1 I I I II II II II II II II II II II II II LJ 1 1 �1 \ I I \\ I I I I I I TIn " II PROJECT NORTH PLUMBING EXISTING 1ST FLR PLAN SCALE: 1 /4" = 1'-0" I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I I I I I i I PLUMBING 1ST FLR PLAN I 1 SCALE: 1 /4" = 1'-0" cllent PLANTS OF RUSKIN LLC P❑ BOX 126 RUSKIN, FL 33575 JOHN TIPTON John.tipton@altmed,con electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MYERS, FL 33919 JEFF JEWITT JJJewitt@corlcast.com mechanical & plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL 33990 KEVIN ADAMS 239-242-7367 kevatron60@gmalL.com drawing releases 2 15 APR, 2022 ISSUED FOR PERMIT 1 11 APR, 2022 ISSUED FOR REVIEW architect collective office ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the best of my knowledge conform to the State and Local Building Codes and Ordinances. Project MUV ZEPHYRHILLS Location 5230 6TH STREET, ZEPHYRHILLS , FL 33542 Drawing Title PLUMBING PLAN Drawing No, P 101 Issued For Job No. 22013 Date Permit 4-15-2022 '1. 1 i_i o; U 4- a, U v 0 U O c N In C O U a C d C 0 Ln UI .£ L N a N L a a) 1A In a) L a x N m _E .a 4 0 +1 3 0 s L 3 U U O O C d U, 41 L (5 a z L_ -C -P c d O 41 +' L a, E C O) U1 U1 d L O 0 N 0) C CS t U O ++ U 3 0 L a N o' N C O U C O) d In 41 a v t 0 L d O) N L .0 41 .3 +' _m L 3 d C O E E 0 U a C d T i O +1 3 41 d U1 In +' s 0) i a 0 U d C a +' N L s N U N U 4- 4- O N > :P U v 0 U 0 r 0 U N S N Y > L d 0 -C 3 T d N �u a) -C-- 41 U d L 4' OS a o v+� :P O41 U {� d ai oC L 0 aU a, L 0 a -C +' 1n U 41 N v� 1' L U< L N -C vP S 4- + 0 4 +- UC 3 a) M Ln O C L O aU _y_0 L C O d 3 a, Ol O) S -O C 3 -- O s +' Y 3r v +1 s V� x} O ° �s -0i C 3 C 0 N " a a) 'F' L U d C UI O N }> u U Ca d av N L L 3 U N_ d t L4. L -C O U 3 kn C � 0 0 a U1 E v 0 U U� N 3 3C U d N _P Ln a C £ o PLUMBING GENERAL NOTES A. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE". B. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE 1, GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. C. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT AND STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. D. ALL WATER PIPING BELOW GRADE SHALL BE SCHEDULE 40 PVC AND ALL WATER PIPING ABOVE GRADE SHALL BE CPVC. E. INSTALL 1/2' FOAM RUBBER INSULATION ON ALL HOT WATER PIPING BELOW AND ABOVE GRADE. ALL JOINTS IN INSULATION ARE TO BE TAPED. F. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2" BELOW FINISH FLOOR TILE. G. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS OF ALL NEW AND EXISTING SANITARY SEWERS PRIOR TO ROUGH -IN. H. ALL CLEANOUTS SHALL BE INSTALLED FLUSH WITH FINISHED GRADE/FINISHED FLOORS. I. ALL PLUMBING HOSE BIBBS OR VALVES WITH THREADED CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS AND APPROVED MEANS OF BACKFLOW PREVENTION AS REQUIRED BY STATE AND LOCAL CODES. J. ALL HANDICAP PLUMBING FIXTURES SHALL BE INSTALLED TO COMPLY WITH STATE AND LOCAL CODES. P.C. SHALL FURNISH AND INSTALL CODE COMPLIANT TRAP WRAP ON ALL EXPOSED WATER & WASTE LINES FOR ALL HANDICAP ACCESSIBLE LAVATORIES. K. HOLD ALL PLUMBING VENTS A MINIMUM OF 10'-0" FROM OUTSIDE AIR INTAKES ON HVAC EQUIPMENT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR. L. WHERE A RENOVATION IS TO OCCUR; THE PLUMBING CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED. THIS SHALL BE DONE PRIOR TO SUBMITTING BID. M. PLUMBING CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS TO THE GENERAL CONTRACTOR PRIOR TO FINAL PAYMENT. N. ALL DOMESTIC WATER PIPING SHALL BE DISINFECTED PRIOR TO USE BY BUILDING OCCUPANT. PLUMBING CONTRACTOR SHALL DISINFECT PER REQUIREMENTS OF LOCAL HEALTH DEPT., STATE AND LOCAL PLBG. CODE. 0. PLUMBING CONTRACTOR SHALL PROVIDE DI -ELECTRIC UNIONS AT ALL PIPING CONNECTIONS WHERE DISSIMILAR PIPING IS JOINED. P. ALL GAS PIPING SHALL BE AS DIRECTED BY LOCAL GAS CO. AND STATE/LOCAL PLBG. CODES. 0. ALL WORK SHALL BE INSTALLED TO COMPLY WITH LOCAL AND STATE PLBG. CODE REQUIREMENTS, AND PER LOCAL HEALTH DEPARTMENT REQUIREMENTS. R. ALL HOT AND COLD WATER, WASTE, AND VENT PIPING TO BE SUPPORTED PER LOCAL PLUMBING CODE. S. PROVIDE DI -ELECTRIC BREAK UNIONS AT ALL CHANGES OF PIPING MATERIALS. T. PROVIDE SIOUX CHIEF "MINI-RESTOR" WATER HAMMER ARRESTOR AT ALL SOLENIOD SHUT OF VALVES (ICE MAKER, WASHING MACHINE, DISHWASHER ETC.). PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL SUPPLY FITTING STOP & SUPPLY WATER I WASTE FITTING TRAP REMARKS MAX. WATER USAGE H C KS1 KITCHEN SINK-1 COMPARTMENT DAYTON GE 12522, 1 HOLE CONCETTO 31479001 1/2" X 3/8" 1/2" 1/2" K-8801 1-1/2" - -- 0.5 GPM WC WATER CLOSET TANK HANDICAPPED AMERICAN STANDARD 2467.016 INTEGRAL 1/2" X 3/8" --- 1/2' INTEGRAL INTEGRAL NOTE 1 1.6 GAL/FLUSH LWH LAVATORY WALL HCP SIMPLE 60.50A.01 CONCETTO 321138002 1/2" X 3/8" 1/2" 1/2' INCLUDED 1-1/4" C.P.1 NOTE 2 0.5 GPM MB MOP BASIN MUSTEE 63M CHICAGO 897-RCF INTEGRAL 1/2" 1/2" INTEGRAL 2' PVC NOTE 4 2.5 GPM DF BI LEVEL DRINKING FOUNTAIN ELKAY EDFPBMI17C INTEGRAL 1/2" X 3/8" --- 1/2" INCLUDED 1-1/4" C.P. NOTE 3,5 0.5 GPM FO FLOOR DRAIN WATTS FD-100 INTEGRAL --- --- --- INCLUDED 3" PROVIDE TRAP PRIMER. ---- NOTES: 1. PROVIDE BENEKE 527 SS SEAT - WHITE 2. NOT USED. 3. PROVIDE WALL CARRIER 4. PROVIDE BUCKET HOOK AND HOSE END SPOUT . 5. PROVIDE # LKAPRI CANE APRON. PLUMBING LEGEND SYMBOL DESCRIPTION MATERIAL SANITARY SOIL WASTE PIPING PVC 1120 -------------- SANITARY VENT PIPING PVC 1120 ---•----- COLD WATER PIPING, OUTSIDE BUILDING PVC 1120 -------•— COLD WATER PIPING, INSIDE BUILDING CPVC — - —F — - — FILTERED WATER PIPING CPVC —, — —, — - _ HOT WATER PIPING (1/2" ARMAFLEX AP-2000 INSULATION) CPVC -------------- HOT WATER RETURN PIPING (1/2" ARMAFLEX) CPVC C CONDENSATE DRAIN LINE (1/2" ARMAFLEX INSULATION) PVC 1120 LINE SIZE GATE VALVE NIBCO T-111 GATE VALVE SET IN 8"PVC SLEEVE NIBCO T-111 EXTEND TO THE EXISTING 2" VENT PIPING SERVING THE o, DEMOED RESTROOMS U L C 0 a) L�_ O) y 4 I \ C O I 0 a ,� I 2� 0 Ut do ILAV�'� N L i 2" 3" d o� FD ZS C E 0 O 2„ > L v 4 ' WC 3„ 41 C U >. L 3 ,r yr '� 3-CU r'� _P L U N 2" 0 1 L a) UI � I MB I Y 0.0 I i DF Ln 4, OL U 1 3 d d U 2„ 6 }Ci S 3 1n Ut PROVIDE HOT WATER PROVIDE NEW EXPANSION TANK. RECIRCULATION PUMP. TACO MOD. # 005—BF2-2 (115/1,1/35 HP). PROVIDE EX. COLD WATER TO HEATER TIMER CONTROLLER. HOT WATER RETURN PIPING WITH BRASS BALL VALVES FOR ISOLATION. �— - - — - - EX. TEMPERATURE AND I PRESSURE RELIEF VALVE R EXISTING INSTALL ANEW HOT WATER WATER RECIRCULATING PUMP AS HEATER SHOWN ON THE EXSITNG WATER HEATER, E EXISTING WATER HEATER DETAIL NO SCALE C� In 0) 0 C C Ul O Y va+, SANITARY ISOMETRIC cc -N °u o NITS TRAP PRIMER FITTING ON FID FLOOR a) 4- lir EUd O N 4 a TRAP PRIMER DETAIL > UaJ L L z to NOT TO SCALE O U U L 4, U Q d d Cl N C_C S +' U + 3 T N 4 U1 � 4- , 0 O C C d L > 3 34 ma L U 0 aN 41 41 .° u d L L L N¢ d i 0 C O O N -8 -C o LA + C �> o- to 3 a) - Ul L oo° U 41 a Ln N > L S L Ln d d U U C O N U C. a, S N 4 U41— aLno L C N In S > , 0) C +' O d }� } d F- 3 -a Z Q a 1 v aYE a d E *' D 3 ° U ❑ T L Zf O O_ C 3 4' ~4' U O_0 Q o J 0 a T"000t 10 VERIFY ALL DETAILS, WV439NS, MP FML8 CWOIrMNS EnK SIPS V- CWSTNO MWTMK NOTVY EO[EER OF ANY DISOWW4CD:S MY= EE0 FR00010 WITH -MR IS NOT RESPONSIBLE FOR W CSTMETmCCES I NOT CMRED OUT IN A=PMN WITH RUC TTWI 00CIRENTS. 11E3E FILMS SHILL NOT HE PEPRODUCEO OR CWMD IN PMT M WFSLE WITHOUT ENPRESSEO WRITTEN PU MSSM FRW KEVOI M AUMS PE. KEVATRON ENGINEERING, INC, MECHANICALUES:IGNSHNICES O �� KEMN M. ADAAS P.E. DCENSE J 47993, CDA 18661 2324 CORAL PONT DR. CAPE CORAL, FLORIDA 33990 (239) 242-7367 DRAWN BY : DESIGNED BY ; APPROVED BY : KMA KMA KMA SCALE DATE : 4/15/,�, JOB NUMBER :5788 REFERENCE MI XREF : client PLANTS OF RUSKIN LLC PO BOX 126 RUSKIN, FL 33575 JOHN TIPTON ,John tip ton@altmed,com electrical engineer JEWITT ENGINEERING INC. 623 BAYSIDE DR. FORT MYERS, FL 33919 JEFF JEWITT J,j,Jewltt@comcast.com mechanical & plumbing engineer KEVATRON ENGINEERING, INC, 2324 CORAL POINT DRIVE CAPE CORAL, FL 33990 KEVIN ADAMS 239-242-7367 kevatron60@gmall,com drawing releases 2 15 APR, 2022 ISSUED FOR PERMIT 1 11 APR, 2022 ISSUED FOR REVIEW a rch itect collective off ice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., Chicago, illinois 60616 1-312-818-2006 1 www.collectiveoMce.com I hereby certify that these plans were prepared under my direction and to the best of my knowledge conform to the State and Local Building Codes and Ordinances. Project Location MUV ZEPHYRHILLS 5230 6TH STREET, ZEPHYRHILLS , FL 33542 Drawing Title PLUMBING SCHEDULES & DETAILS Drawing No, P601 Issued For Job No. 22013 Date Permit 4-15-2022 1 a, S N y > L d O S ; T d N U v Iv S 41 L 4> U d L s¢ 4- v os to +> -0 O v +> 4 C41 u T75 +, d U £ 41 IL 0C L O v a U U N 4 4 L O d > Ul }a U U .Y Ou a, U f O/ S O 4' U U S i U Q O Q O1 s c Ln 41 U1 O C 0 + +� U u C 3 N to C o C d L O c aU o _c _0 Ln L C N O d -E 3 v v S-0 0 4Ui S 0 41 +_' Y L 3 +> S -0 _In N x + Ln N 3 Ln N O O L 4J a x -0.3 (U C 3 C O) 0 C 4- y d d N 4' 4 d U) 0 U, o +, o, 3 U 0 �¢ s d 4> a Ili Ili L L 3 u 3 VI d U 0 U i s O O U 4, 3 0 1n Ul (4- 0 d V1 to s £ D, Ln o U >1 C +> U L N U d Y � a 41 0 NC L £ O s 4� C O) d U L C O 0 1v 4 +> m T E 4 'N C d C °' C 0 Ln0a LA 1P Ln d d N N L L L O T tl C In d � £ C O O d > L S U 4 41 C U o a, v {> i 41 U vZ a 4s> L o L +> a U N O 3 t 0 L N U a> 0.0 4�. L N -P C os U o ;dd U _ s o u Oi 4' tn U3i N 4 to -0 0 C C a 1n 0 y C V1 +1 d d CO 0 v O L C 4'U0 d D, v _Ca aU 3 -C OU In n +> 4_ C 0 0 C1 i d 0 +> in "D >, U i L U a, d d +-> Ln O) L S Ol N 3 U - L U L +' UQ L -C d d 4> a, n 3 vs s 4> u D 4' 3 L 4� 4- �00 3 d d �+> � 33 +>s 0 -0- E: E 4> O O O L O) U a+> 41 -0 C 0� C d 4' L d i N¢ > d L L 3 S 40 ' +, 041 o L 4- -0 41 O N + In z -C o IA + o, +� >> srn +d1 0 s T 3 0, 'N a LALC OU O 00 U 4' C1 Ln OJ d N >' L S d d d to N d U Ol L U C 0 d U Na n, U +, L; < d -C L Ln U F pi C 4 +> O 4 d }p 0 r t d H 3-0 N z C > ¢ N N :P R 1 E U d E Q) a 4' 0 3 U 0 o 0) U L 4' L O >1 i I.-: z +' 0 = O_ C --i < 4> U ~ 0 a f (10 O rr a L U J 0 0 EX CIA WALL CAP I ` I ` I ` I ` I \ I 1 I '----------------t----Y-----------t----I-----------t----t-----------r---------------r----r-- -- I I I I I I I I I J L---- J, L---- � L - - - - - - - - - - J L------ J L--- II II II I II I II I I I I II I I I I II I II I I I I II I I I I II I II I I I I II I I I I II I II I I I I II I II I I I I I I II EX AH� ii i ii i i i I � L---� E� AHlii II L___L L___1L___J LJ 4 J _. I I I II 2019 5 TON AHU. ir-------------------------------------------- II II 1 / 2013 5 TON AHU. EX 1 ST FLR HVAC LOCATION PLAN NORTH ri) SCALE: 1/4" = V-0" 1--v -------------------------------------- ----------------------------------------------- AIC1A/ 1 r)" CVLJAI ICT 1 I HVAC PLAN SCALE: 1 /4" = V-0" H.V.A.C. SYMBOLS AND LEGEND SYMBOL DESCRIPTION EF-1 EQUIPMENT DESIGNATION (EF: EXHAUST FAN, AHU: AIR HANDLING UNIT, CU: CONDENSING UNIT) ® LOUVER/SIDEWALL RETURN SIDEWALL OUTLET, WALL CAP SUPPLY OUTLET OUTLET NUMBER AIR QUANTITY (CFM) FMRETURN/EXHAUST INLET # INLET DESIGNATION AIR QUANTITY (CFM) EXHAUST FAN (IN OR ABOVE CEILING) SUPPLY DUCTWORK NET INSIDE DIMENSION (WIDTH/DEPTH) ■ I I RETURN DUCTWORK NET INSIDE DIMENSION (WIDTH/DEPTH) 1■■■■■■■■■■■1 EXHAUST DUCTWORK NET INSIDE DIMENSION (WIDTH/DEPTH) III■II■II■II■II■II■III OUTSIDE AIR INTAKE DUCTWORK NET INSIDE DIMENSION (WIDTH/DEPTH) �o�0""L,pLnnu FLEXABLE DUCTWORK / NET INSIDE DIMENSION ( DIAMETER ) T IF I BRANCH TAKE -OFF WITH 45 DEGREE MITER CORNER ON UPSTREAM SIDE. MINIMUM 1/2 BRANCH DUCT WIDTH. AT TAKE -OFF OR TEE FITTING WITH 24 GAUGE GALVANIZED SHEET METAL SPUTTER DAMPER. PROVIDE WITH HINGE AND LOCKING OPERATING ROD. Aq SINGLE THICKNESS TURNING VANES INSTALLED IN STRICT ACCORDANCE PER SMACNA "FIBROUS GLASS DUCT CONST". OR "HVAC DUCT CONSTRUCTION STANDARDS", WHICHEVER APPLIES. VANES IN FIBERGLASS SHALL BE DURO-DYNE "QUIETURN". AllowTRANSITION 11T� IN DUCT. TRANSITION LENGTH (L) TO BE 1 1/2 TIMES THE MAXIMUM UPSTREAM DUCT DIMENSION. THREE PIECE ELBOW (90 DEGREE TURN), WITH THROAT DIMENSION MINIMUM 1/2 DUCT WIDTH. MOTORIZED DAMPER. DAMPER TO OPEN WHEN FAN RUNS AND CLOSED WHEN FAN STOPS. DAMPER TO BE 2 POSITION, BALANCEABLE IN THE OPEN POSTION. JEW BUTTERFLY DAMPER. 24 GAGE GALVANIZED SHEET METAL. FIRE DAMPER EQUAL TO GREENHECK MODEL DFD-150, 1-1/2 HR. UL LABELED, TYPE B, WITH 165• FUSIBLE LINK OTHERMOSTAT -MOUNT AT 48 INCHES A.F.F. UNLESS OTHERWISE STATED — C— CONDENSATE DRAIN PIPING R REFRIGERANT LINE PIPING, ABOVE GROUND -- -- R REFRIGERANT LINE PIPING, BELOW GROUND. (PROVIDE PVC CHASE) FLEX DUCT SIZING SCHEDULE 000 - 049 CFM - 4" 351 - 600 CFM - 12" 050 - 100 CFM - 6" 601 - 900 CFM - 14" 101 - 200 CFM - 8" 901 - 1299 CFM - 16" 201 - 350 CFM - 10" 11300 - 1800 CFM - 18" HVAC PLAN NOTES: O J" COND. FROM MSHP1 TO RUN ABOVE VAULT THEN DOWN INSIDE WALL. SPILL WITH AIR GAP TO LANDSCAPED AREA. O SHIFT THIS AIR HANDLER AS SHOWN. EXTEND REF LINES, COND. LINES ETC AS REQUIRED. SEE THE EX HVAC LOCATION PLAN FOR CURRENT LOCATION. O REFRIGERANT LINES UP IN SHEET METAL SHROUD THEN ABOVE CEILING TO FC -1. O NEW FLEX DUCT CONNECTION TO THIS EXISTING SUPPLY GRILL. CIA WALL CAP CU1 \2013 5 TON CU. KEVATRON ENGINEERING, INC. MECFiANICALDFSIGNSCFNIC:rS O �� IEMN M- ADAMS P.E. LICENSE 0 47993. COA 8 8661 2324 CORAL PONT DR. CAPE CORAL, FLORIDA 3MO 239 24 DRAWN BY : DESIGNED BY : APPROVED BY KMA I KNA KMA SCALE : 1 4,-t,-0, DATE : 4�15 h2 JOB NUMBER :51 /� REFERENCE M1 XREF : �n,;,ai;: cm tr,rno cllent PLANTS OF RUSKIN LLC PO BOX 126 RUSKIN, FL 33575 JOHN TIPTON ,John,tlptonCaltmed,con electrical engineer JEWITT ENGINEERING INC, 623 BAYSIDE DR. FORT MYERS, FL 33919 JEFF JEWITT jjjewitt@comcast.com mechanical & plumbing engineer KEVATRON ENGINEERING, INC, 2324 CORAL POINT DRIVE CAPE CORAL, FL 33990 KEVIN ADAMS 239-242-7367 kevatron60@gmall.,com drawing releases 2 15 APR, 2022 ISSUED FOR PERMIT 1 11 APR, 2022 ISSUED FOR REVIEW architect collective off ice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., Chicago, Illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the best of my knowledge conform to the State and Local Building Codes and Ordinances. %%%%tt'llI. ♦♦�` P,OAMs Cb W • �/ : L11 ice• / �,• F 1 O 0,,� �ESS��� °��` Project MUV ZEPHYRHILLS Location 5230 6TH STREET, ZEPHYRHILLS , FL 33542 Drawing Title HVAC PLAN Drawing No M 10 I Issued For Job No. 22013 Date Permit 4-15-2022 Q) S 6 EL 6 U 4 N :N U o, 0 U (4- 0 4� C o, to L 0 U d i 0 Ln V1 E L v c- c O) -P .I,.. 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MARK MODEL MANUFACTURER CFM OA BTUH TOT VOLTAGE MCA SEER KW MODEL STG. VOLTAGE MCA REMARKS EX AH1 EXISTING EXISTING 1750 243 NOM 5 TON --- --- --- --- - - - - - - - - - - - - 1,4,5 EX AH2 EXISTING EXISTING 1800 243 NOM 5 TON - - - - - - - - - - - - - - - - - - --- - - - 1,4,5 FC-1 TPCAOA0241KA70A MITSUBISHI 570 --- 24000 240/1 1.0 21.2 - - - - - - - - - --- --- 1 CU-FC1 TRUYOA0241HA70A MITSUBISHI - - - --- 24000 240/1 19.0 21.2 --- --- --- --- --- 2,3 FURNISH THE FOLLOWING ITEMS AS INDICATED IN THE REMARKS COLUMN 4.) THIS IS AN EXISTING AIR HANDLER. MOVE TO THE LOCATION SHOWN. CLEAN 1.) NEW WALL MOUNTED WIRED PROGRAMMABLE THERMOSTAT. THE ASSOCIATED CONDENSER AND EVAPORATOR COILS. PROVIDE NEW MERV-8 FILTERS. 2.) REFRIGERANT LINES TO BE SIZED BY THE MANUFACTURER FOR MINIMUM CAPACITY LOSS. PROVIDE ALL REFRIGERANT ACCESSORIES REQUIRED FOR A 5.) PROVIDE NEW MOTORIZED DAMPER EQUAL TO YOUNG REGULATOR CO. MODEL COMPLETE OPERABLE AND WARRANTED SYSTEM. #4010 ON THE NEW OUTSIDE AIR INTAKE DUCTWORK. 3.) MOUNT CU ON CONCRETE PADS. SEE DETAIL. AIR DISTRIBUTION SCHEDULE MARK MODEL MANUFACTURER SIZE REMARKS 1 5750-6-AL METAL * AIRE 24 X 24 1,2,3 2 5750-1-AL METAL * AIRE 12 X 12 1,2,3 3 EXISTING --- --- 4 A RHTB METAL * AIRE 24 X 24 2 B RH METAL * AIRE 12 X 12 2 FURNISH THE FOLLOWING ITEMS AS INDICATED IN THE REMARKS COLUMN 1.) OPPOSED BLADE DAMPER GENERAL NOTE: 2.) WHITE FINISH BLACK SUPPLY/RETURN GRILLS IN 3.) MATCH NECK SIZE WITH FLEX DUCT SERVED. 4.) CLEAN THIS EXISTING GRILL. RE -FEED WITH NEW FLEX DUCT. ALL GRAY CEILING AREAS. OUTSIDE AIR MATRIX ZONE #, SYSTEM # Rp Pz Ra Az Vbz REMARKS ZONE #1,EX AH1, AH2 5 15 0.06 2180 *206 OFFICE/RESTROOM 7.5 18 0.12 1194 *279 RETAIL AREA * 485 CFM TOTAL 243 CFM TO EX AH1, 243 CFM TO EX AH2, VENTILATION IS CALCULATED USING FBC—MECH 2O20 7TH EDITION SECTION 403.3.1.1 (EQ. 4-1). EQUATION (4-1): (Rp)( Pz) + (Ra)(Az) = Vbz (EQUATION 4-1) WHERE: AZ = ZONE FLOOR AREA: THE NET OCCUPIABLE FLOOR AREA OF THE SPACE OR SPACES IN THE ZONE. PZ = ZONE POPULATION: THE NUMBER OF PEOPLE IN THE SPACE OR SPACES IN THE ZONE. RP = PEOPLE OUTDOOR AIR RATE: THE OUTDOOR AIRFLOW RATE REQUIRED PER PERSON FROM TABLE 403.3. RA = AREA OUTDOOR AIR RATE: THE OUTDOOR AIRFLOW RATE REQUIRED PER UNIT AREA FROM TABLE 403.3. FAN SCHEDULE MARK MODEL MANUFACTURER CFM S.P. RPM H.P. WATTS SONES VOLTAGE REMARKS EF-1 SP-870 GREENHECK 70 0.15 563 - 45 1.1 120/1 1,2 FURNISH THE FOLLOWING ITEMS AS INDICATED IN THE REMARKS COLUMN 1.) SOLID STATE SPEED CONTROLLER (MOUNTED TO FAN HOUSING) 3.) HANGING VIBRATION ISOLATOR KIT. 2.) BACK -DRAFT DAMPER (AUTOMATIC SHUTTER) FAN SECTION COIL CTIONLi TRACTOR TO VERIFY ALL DETAILS, DDENSIONS, AND FIELD CONDITIONS KFORE PROCEEDING V(TN CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES ICIORE RW=am WITH WORK RICER IS NOT RESPONSIBLE rDR CONSTRUCTION NOT CARRIED OUT IN ACCOROANCEES WITH STRICTMN OOCIRENTS. THESE PLANS SHALL NOT NE IEPAGI NC® OR COPIED IN PART OR MOLE WITHOUT EVRESSED WRITTEN PERMISSION FROM KEVOI M ADMIS Pt. KEVATRON ENGINEERING, INC. MFCHANICAL DFSIGNSFRVICES O NEVIN M. ADA.MS P.E. UCENSE J 47993, COA 18661 2324 CORAL PONT DR. CAPE CORAL, FLORIDA 33990 (239) 242-7367 DRAWN BY : DESIGNED BY : APPROVED BY KMA KMA KMA SCALE : 1 4•-1,-0. DATE : 4 15 22 JOB NUMBER : 5788 REFERENCE : MI XREF : cllent PLANTS OF RUSKIN LLC P❑ BOX 126 RUSKIN, FL 33575 JOHN TIPTON ,John.tipton@altmecl.com electrical engineer JEWITT ENGINEERING INC, 623 BAYSIDE DR. FORT MYERS, FL 33919 JEFF JEWITT JJJewitt@comcast.com mechanical & plumbing engineer KEVATRON ENGINEERING, INC. 2324 CORAL POINT DRIVE CAPE CORAL, FL 33990 KEVIN ADAMS 239-242-7367 kevatrcn60@gmaLcom drawing releases 2 15 APR, 2022 ISSUED FOR PERMIT 1 11 APR, 2022 ISSUED FOR REVIEW a rch itect collective off ice ARCHITECTURE INTERIORS DESIGN STRATEGY 9 east 24th st., chicago, illinois 60616 1-312-818-2006 1 www.collectiveoffice.com I hereby certify that these plans were prepared under my direction and to the best of my knowledge conform to the State and Local Building Codes and Ordinances. Project MUV ZEPHYRHILLS Location 5230 6TH STREET, ZEPHYRHILLS , FL 33542 Drawing Title HVAC SCHEDULES & DETAILS Drawing No. M 6 01 Issued For Job No. 22013 Date Permit 4-15-2022