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4 4'II MIN. -___________ aw IIII II w cO O Z—cc 20 MIN I I Io a�f d � v ao a I �r > I i , , D , , , - - - - - - - - - - - - - - - - - - , I , , C CP 1'-6" MIN. I I - Z 1 6" MIN. � rn 3-0' MIN. bo _ 3 WALL LEGEND 2 BUILDING CODE PROJECT DATA PROJECT DIRECTORY h\. h\� r h0 'v v ..< ;3 .h �'iCt.Vr.:rrr.xnx.na`. `:.i:?::•..;"�;'.:kt,c:<i.::i:`:i,:?:.::»:i::i<:f.p. r'yrf';,`J�->«r:'i�:::::<>'!h: \ l ». \ d. �>;t�«;�:<•?r,::?.:<?<:<;a;'>'"�.�<:a..:>.??::k::;,��,'��:: . �a,\���;>:." «<€<:::'::::y<::>::»3:»:zh:<>•xx:,:><::>':�">; . ;r??:>" . z::<:>:>' ::; <• O 3-5 8�MTL STUD WALL W GWB FLOOR PLAN SYMBOL ASSEMBLY DETAIL 2 1HANDICAPPED NOTES: INT 1 1/2" GYPSUM WALLBOARD 2 3-5 8 METAL STUD ` EXTEND WALL TO UNDERSIDE OF CEILING; APPLICABLE CODES NOTE: All requests for additional Information and/or clarifications to drawings shall be submitted m writing mail,fax or email to the architect. Requests made in an other form shall not be considered g ( ) G Y legal and binding information. TENANT BUILDING FLORIDA BUILDING CODE, 2007 EDITION W 2009 SUPPLEMENTS FLORIDA BUILDING CODE -EXISTING, 2007 EDITION ACCESIBILITY FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION JSA MEDICAL GROUP TELL: (727) 828-2378 PLUMBING ELECTRICAL MECHANICAL FLORIDA BUILDING CODE -PLUMBING, 2007 EDITION NATIONAL ELECTRIC CODE (NFPA 70), 2005 EDITION FLORIDA BUILDING CODE - MECHANICAL, 2007 EDITION CONTACT: ROBERT MILLER 10051 5TH STREET NORTH, SUITE 200:A.: ST. PETERSBURG, FLORIDA 33702 FAX: 727 828 2329INT FUEL GAS ENERGY EFFICIENCY FLORIDA BUILDING CODE -FUEL GAS, 2007 EDITION FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONST, GENERAL CONTACTOR/DEVELOPER D BOLLENBACK BUILDERS, INC PROJECT MANAGER: THAD CARTERLU S60 6" MTL STUD WALL W/ GWB FLOOR PLAN SYMBOL LIFE SAFETY FLORIDA FIRE PREVENTION CODE, 2007 EDITION 160 SCARLET BLVD. TELEPHONE: (813) 855-2656 j FLORIDA STATUTES - CHAPTER 633 OLDSMAR, FLORIDA 34677 EMAIL: tcarter@bollenbackbuilders.comLO - ASSEMBLY DETAIL FLORIDA ADMINISTRATIVE CODE - CHAPTER 69A ARCHITECT 17— r--- 2 1 FLORIDA FIRE PREVENTION CODE - CHAPTER 69A-60 rojo ARCHITECTURE PROJECT MANAGER: ANDREAS MILLER NFPA- 1 UNIFORM FIRE CODE- FLORIDA EDITION 2006 5701 EAST HILLSBOROUGH AVENUE, SUITE 1130 TELEPHONE: (813) 630-5508 FRONT APPROACHES HINGE SIDE APPROACHES LATCH SIDE APPROACHES INT rojo Architecture AA 0002952 5D ACCESSIBLE DOOR APPROACH CLEARANCES 00 G-3,1 SCALE: 1/4" = P-0" 0 NOTES: 1 1/2" GYPSUM WALLBOARD 2 6" METAL STUD ' EXTEND WALL TO UNDERSIDE OF CEILING INT NFPA - 101 - LIFE SAFETY CODE, 2006 EDITION TAMPA, FL 33610 FAX: (813) 630-5518 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com PRINCIPAL: JOHN SALDANA EMAIL: a.miller@rojoarchitecture.com JURISDICTION AGENCY PROJECT LOCATION 5526 5528 GALL BLVD / P40 3-5/8" MTL STUD PARTIAL WALL W/ GWB AGENCY CITY OF ZEPHYRHILLS - BUILDING DEPARTMENT FLOOR PLAN SYMBOL STATE OF FLORIDA - REGISTERED ARCHITECT •'��, ASSEMBLY DETAIL BUILDING INFORMATION 2 1 PROJECT TYPE DESCRIPTION MEDICAL OFFICE INTERIOR BUILD -OUT - 1,995 SF ACCESSIBLE MIRRO MIRROR CENTERED ON 1'A" LAVATORY U.O.N. NOTES: 1 1/2" GYPSUM WALLBOARD INT INT ROBERT A. GLISSON AR0015123 JONATHAN S. MOORE ' ; I r ' Is 1 N` . OCCUPANCY CLASSIFICATION GROUP B, BUSINESS TYPE OF CONSTRUCTION EXISTING, TYPE IIB, UN-SPRINKLERED TENANT SEPARATION (HORIZONTAL) 1 HOUR PAPER TOWEL DISPENSE 2 3-5/8" METAL STUD ' EXTEND WALL TO UNDERSIDE OF COUNTERTOP. SEE MILLWORK DRAWINGS AR0093150 `. SEAL SH WIN VALID ' .,ONLY WITH E OSSED IMPRINT, - •.A AND SIGNATURE IN RED�.� EXIST BUILDING LEVEL OF RENOVATION LEVEL 2 `o SOAP DISPENSER N WALL MOUNTED BUILDING AREA EXISTING BUILDING HEIGHT EXISTING JSA MEDICAL NUMBER OF STORIES 1 C ., TENANT BUILD -OUT SPRINKLED No LAVATORY SIN 5526/5528 GALL BLVD LAVATORY SIN`� � � ZEPHYRHILLS, FL 33542 TENANT AREA 1,995SF z � RirK c ` - - N N Z Q g Ln N N . OCCUPANT LOAD (AS PER TABLE 1004.1.2) BUISINESS 1/100 GROSS 20 (SEE LIFE SAFETY PLAN) ° A B B R E V I A T IONS , EGRESS REQUIRED PROVIDED KNEE 8" b" TOE CLEARANCE MIN 7 MA CLEARANCE 1'- 5" MIN c NO. OF EXITS (AS PER 1018.1) 3 4 MAX. TRAVEL DISTANCE (TABLE 1015.1) 200'-0" 47-7" DEPTH 4'-6" MIN. AB ABBREV ANCHOR BOLTS ABBREVIATION (S) ID INSIDE DIAMETER INSUL INSULATION EGRESS LEVEL WIDTH 2" PER PERSON ( ) 34" Min 48" GRAB BA DOOR WIDTH SEE LIFE SAFETY PLAN ON SHEET A-0.1a� APPR APPROVED INT INTERIOR 1-1/2" TO 1-3/4" 1'-0" MAX 3'-6" MIN. ACOUS AC ACOUSTICAL ASPHALT CONCRETE JAN JANITOR FLORIDA BUILDING CODE - CHAPTER 11 FIXTURE CLEARANCES 3'-0" M IN. 6" I PLYWOOD BACKER A GRAB BA '— REQUIRED 1-1/ 1 /2" 3'-0' MAX. 11/2" TOILET TOILET PAPER-----__ 8 DISPENSER (FEMININE ;o NAPKIN DISPOSAL '0 ABOVE, WHEN _' a w REQUIRED) w _ � r�i U- - U- O ^ O r r 0- TOILET r n- - - A/C AIR CONDITIONING LAV LAVATORY AFF ABOVE FINISHED FS ABOVE FINISHED SLAB FLOOR LEV LEVEL LTG LIGHTINGMAX. ALUM ALUMINUM LTWT LIGHT WEIGHT BD BOARD MAINT MAINTENANCE BLDG BUILDING MATL MATERIAL MAX MAXIMUM BLK BLOCK ME BM BEAM BOB BOTTOM OF BEAM METT MECHANICAL METAL MEZZ MEZZANINE BOT BOTTOM MFR MANUFACTURER MISC MISCELLANEOUS C/C CENTER TO CENTER CCJ CONCRETE CONTROL JOINT MO MASONRY OPENING CER CERAMIC MIN MINIMUM CH CEILING HEIGHT MULL MULLION MARK TYPE SECTION FIGURE A 30" X 48" LAVATORY CLEARANCE MIN. CH. 11 32 B 5' RADIUS FOR 180° TURNS CH. 11 3A C 66" X 48" WATER CLOSET CLEARANCE MIN. CH. 11 28 CJ CLG CONTROL JOINT CEILING N NEW N.I.C. NOT IN CONTRACT SYMBOL LEGEND CLO CLOSET NO NUMBER B CLR CLEAR NTS NOT TO SCALE B D T-SHAPED SPACE FOR 180' TURN CH. 11 3B CMU CONIC MASONRY UNIT NR NON RATED COL COLUMN CONC CONCRETE OC OFF CENTER NOTES TAIL LOCATION O-1.0LZEET CONN CONT CONNECTION CONTINUOUS OD OUTSIDE DIAMETER OFF OFFICE CORR CORRIDOR OPN'G OPENING NUMBER CSK DET DF DIA DIAG COUNTER SINK DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL OP HD OPPOSITE HAND PL PLATE PLAS PLASTER PLYWD PLYWOOD PR PAIR 1. SEE PLUMBING DRAWINGS FOR TOILET FIXTURE MODELS. 3. ALL ACCESSIBLE BATHROOM EQUIPMENT TO COMPLY WITH A.D.A. 4.1. I lA NLARGED DETAIL LOCATION 1.0 (` _ J HEET NUMBER 2• PROVIDE 2X6 BLOCKING BEHIND WALL AT THE FOLLOWING LOCATIONS: 4. WALL MOUNTED FIXED MIRRORS TO BE 1/8" THICK. • ALL COUNTERTOPS @ 28" A.F.F. (UNLESS OTHERWISE NOTED) • ALL WALL MOUNTED UPPER CABINETS ACCORDING -TO CABINETS DIMENSIONS DIM DIR DIMENSION DIRECTION PREP PREPARATION • ALL BATHROOM ACCESORIES; COORDINATE WITH RECOMMENDED MOUNTING YAIAECTION LOCATION DBL DOUBLE R RISER HEIGHT BY MANUFACTURER. • ALL WALL MOUNTED SPECIAL EQUIPMENT ALL TOILET ACCESORIES AS SELECTED BY TENANT 1.o HEET NUMBER DN DR DOWN DOOR RAID RADIUS RD ROOF DRAIN - 5/13/11 PERMIT SET • ALL WALL MOUNTED BATHROOM FURNITURE FIXTURES DS DOWNSPOUT REF REFERENCE '�I--SHEET NUMBER Q �—INTERIOR ELEVATION LOCATION DWG EA ELEC EL ELEV EQ EQUIP DRAWING EACH ELECTRICAL ELEVATION ELEVATOR EQUAL EQUIPMENT REINF REINFORCE REQ'D REQUIRED RES RESILIENT RM ROOM RO ROUGH OPENING SECT SECTION SIM SIMILAR �.� ,: ; I TOILET ACCESSORY SCHEDULE Mark Date Description Issue/Revision PERMIT SET REVISION NUMBER Project 11004 CAD File Name 11004-CD,vwx _ El -- --- -I---, A I i I D E7 TOILET i 121 J E5 I I_ -1 H 1 -- � --- ,"1-' ------------------ -- I - L - E3 ` - - - - - - - - - - - - - - - - - - - - -; - - ; ' i i REVISE AREA EXIST EJ EXT EWC FHC FIN FLR FO FOC EXISTING EXPANSION JOINT EXTERIOR ELEC WATER COOLER FIRE HOSE CABINET FINISH FLOOR FINISHED OPENING FACE OF CONCRETE SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMETRICAL T TREAD No. MODEL # DESCRIPTION MOUNTING HEIGHT Drawn By PM A A Checked By is KITCHEN -A —ROOM NAME 201 ROOM # El BOBRICK B-4369 PAPER TOWEL DISPENSER 39 AFF. TO BOTT. OF UNIT (TYP) Plot Date: Record Date: Record Date E2 BOBRICK B-4288 TOILET TISSUE DISPENSER 30 AFF. TO CENTER OF UNIT (19" AFF.TO CENTER AT ACCESSIBLE STALL) Sheet Title PROJECT INFORMATION O1 DOOR NUMBER TOILET i FOS FACE OF STUD T&G TONGUE & GROOVE E2 A ' 109 ; E3 BOBRICK B-2111 WALL MOUNTED SOAP DISPENSER - FOW FOUND FACE OF WALL FOUNDATION TEMP TEMPERED TEL TELEPHONE - E4 BOBRICK B-280 FRAMED MIRROR " 39AFF, TO BOTT. OF UNIT El E5 W1 WINDOW NUMBER FRP FD FIBER REINF PLASTIC FLOOR DRAIN THK THICK TYP TYPICAL --------------' r--- FS FLOOR SINK E5 BOBRICK B-580SX36 I B-5806X42 GRAB BARS (1 PAIR) 33" AFF. TO TOP OF UNIT E4 E3 E5-----a FS FT FULL SIZE FEET LINO UNLESS OTHERWISE NOTED SHEET SCALE: N.T.S. 0� Ir E7 E5 E2 r E6 - SHOWER GRAB BARS 33" AFF. TO TOP OF UNIT F63 WALL TYPE GA GL GALV GR GWB GAUGE GLASS GALVANIZED GRADE GYPSUM WALL BOARD VER VERIFY VERT VERTICAL W WIDE W/ WITH WC WATER CLOSET Drawing No. lA EXTERIOR ELEVATION LOCATION E7 BOBRICK B-280 FEMININE NAPKIN DISPOSAL 33" AFF. TO TOP OF UNIT (30" AFF. TO TOP OF UNIT AT ACCESSIBLE STALL) 7 0 HEET NUMBER HDWD HORIZ HARDWOOD HORIZONTAL WD WOOD G-3,1 ('5A ENLARGED PLAN - TOILET: ROOM 121(4A'� ENLARGED PLAN -TOILET: ROOM 104 HM HOLLOW METAL G-3.1 SCALE: 1/2" = 1'-0" G-3.1 SCALE: 1/2" = 1 '-0�� E8 SPECIMEN PASS THROUGH - 5 4 2 1 5 rl 3 4 I I GENERAL CONDITIONS The "General Conditions of the Contract for Construction," American Institute of Architects (AIA) DocumentA201 (1997 Edition), is hereby made a part of these Contract Documents, subject to the following Supplementary General Conditions. SUPPLEMENTARY GENERAL CONDITIONS REFER TO: ARTICLE 1 - GENERAL PROVISIONS 1.1.3 ADD the following sentence to the end: Contractor acknowledges and agrees that the Contract Documents are adequate and sufficient to provide for the completion of the Work, and include all work, whether or not shown or described, which reasonably maybe inferred to be required or useful for the completion of the Work in accordance with D all applicable laws, codes and professional standards. 1.1.5 ADD the words "and Shop Drawings" after the word Drawing on the first line. 1.2.3 ADD the following sentence to the end: In the event that there are other words or terms that need clarification within Contract Documents, reference and authority will be "Glossary of Construction Industry Terms," latest edition, published by The American Institute of Architects. 1.2.4 ADD the following to Subparagraph(s): 1.2.4 If and to the extent that any part of the Contract Documents conflict, the documents shall be interpreted by the Architect who shall assign priority based on the intent of the Contract Documents. REFER TO: ARTICLE 2 - OWNER 2.1.2 DELETE the Subparagraph in its entirety. 2.2.1 DELETE the Subparagraph in its entirety. 2.3.1 DELETE the word "persistently" in the first sentence of Subparagraph 2.3.1. In addition, DELETE the clause "except to the extent required by Subparagraph 6.1.3," at the end of Subparagraph 2.3.1, and ADD at the end of Subparagraph 2.3.1 the following: "This right shall be in addition to, and not in restriction or derogation of, the Owner's rights under Paragraph 12.2." REFER TO: ARTICLE 3 - CONTRACTOR 3.2.4 ADD the following to Subparagraph(s): 3.2.4 The Contractor shall examine the project site to make certain that conditions are acceptable for the Work and to determine proper location for storage, handling and access. Review conditions with all parties involved and obtain all necessary approvals for storage locations, scheduling and methods of operation. Any unacceptable conditions shall be reported immediately to the Architect and confirmed in writing. 3.2.5 The Owner warrants that the grounds, paving and parking areas, exterior lighting, buildings, equipment and interiors are in an acceptable and well maintained condition prior to the start of this work, and that all equipment is functioning properly. Contractor shall inspect all surfaces and grounds C before start of Work. Report prior damage of any kind to Owner and record by photographs and/or written description. Failure to so report and document any unacceptable condition will cause the Contractor to be back charged for any remedial work required to bring the property to Owner's acceptance. Execution of work shall be construed as an acceptance of existing conditions by the Contractor. 3.2.6 If Contractor elects to move, lift, store, and reinstall any of the Owner's property, he will become responsible for the safeguard, reinstallation and restoration to its condition before moving it. 3.2.7 Before commencement of Work, the Contractor shall photographically document all existing adverse conditions, including existing interior and exterior damage, contamination and stains, that might possibly be construed as being caused by the Contractor. In the absence of such documentation, it will be assumed that all existing conditions are without damage and are fully functional prior to the start of the Work. 3.3.1 ADD immediately after the word "Contract" the first time it appears in Subparagraph 3.3.1 the words "including coordination of all trades," 3.3.2 ADD the word "any" before the words "other persons." 3.4.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 3.4.2 Under no other circumstances will substitutions, alternates or "approved substitutions" be considered offer the Bid Opening. All substitution requests must originate with the Contractor and shall be accompanied with submittals and comparisons as stated the General Requirements. Requests from subcontractors, distributors, suppliers and/or manufacturers will not be considered. 3.4.3 ADD the following sentence to the end: Should the Architect or Owner find any person(s) employed on the project to be incompetent, unfit, or otherwise objectionable for his duties and so certifies the facts to the Contractor, the Contractor shall immediately cause the employee to be dismissed and said employee shall not be re-employed on this project without written consent of the Architect or Owner. 3.4A ADD the following to Subparagraph(s): 3.4.4 All manufactured articles, materials and equipment shall be installed according to manufacturer's directions unless otherwise indicated. B 3.4.5 Materials, products and equipment are specified in one of the following ways: .1 where listed by Manufacturer and trade name with no qualifying statement, listing shall be interpreted as establishing a standard of quality and shall not be construed as limiting competition. Any substitution which in the judgement of the Architect is equal to that listed, may be used when approved in writing in accordance with the Bid Documents; .2 where more than one material or manufacturer is named, Contractor has option of selecting any one of the materials or manufacturers named; and .3 where material is listed by description or by ASTM or FS numbers, any product meeting or exceeding requirements of such specification will be acceptable. If requested by Architect evidence shall be furnished showing that material meets requirements of specifications. 3A.6 When items, materials or equipment are shown on the drawings or are specified as furnished by Owner, installed by Contractor, the Contractor shall unload, uncrate, assemble, install and connect the item, material or equipment, complete in operating order. 3.4.7 The Contractor or his subcontractors shall not discriminate in hiring or any matter of employment by reason of age, marital status, handicap, sex, race, color, religion, ancestry, or national origin. g Submission of a bid on this project is implied acceptance of the inclusion of this clause and all Contract Documents. 3.4.8 Material shall be arranged and maintained in orderly manner with use of walks, drives roads and entrances unencumbered. Store, place and handle material and equipment delivered to project site sc as to preclude inclusion of foreign substances or causing of discoloration. Pile neatly and completely and barricade to protect public from injury. Protect material as required to prevent moisture absorption or damage from weather or the ground. Should it be necessary to move material at any time, or move sheds or storage platforms, Contractor shall move them as and when required at no additional cost to the Owner. The Owner assumes no responsibility for materials stored in building or site. The Contractor shall assume full responsibility for loss or damage due to storing of materials. Repairing of areas used, the placing of sheds, offices and storage of materials shall be done by the Contractor. 3.5.2 ADD the following to Subparagraph(s): 3.5.2 All warranty and guarantees shall extend for at least two (2) years from the date stated on the Certificate of Substantial Completion unless otherwise stated in these specifications and extended for longer periods. All Performance and Payment Bonds shall include the above warranty and guarantee A provisions. 3.6.1 ADD the following sentence to the end: Contractor shall pay unemployment and Social Security taxes or other taxes imposed by Local, City, State or Federal Government and certify to the Owner that this has been done before final payment is made to the Contractor. 3.9.2 ADD the following to Subparagraph(s): 3.9.2 The Contractor's Superintendent shall not be removed from the project before the issuance of the certificate of substantial completion without the written consent of the Owner. 3.9.3 The list of all supervisory personnel, including the project manager and superintendent, that the Contractor intends to use on the Project and a chain -of -command organizational chart shall be 1 submitted to the Owner for approval. The Contractor shall not engage supervisory personnel or utilize an organization and chain -of -command other than as approved by Owner in writing, and shall not change such personnel or form of organization without the written approval of the Owner. 3.12.4 DELETE the last sentence in Subparagraph 3.13.2 ADD the following to Subparagraph(s): 3.13.2 Material shall be arranged and maintained in orderly manner with use of walks, drives roads and entrances unencumbered. Store, place and handle material and equipment delivered to project site so as to prevent inclusion of foreign substances or causing of discoloration. Stack materials neatly and completely and barricade to protect public from injury. Protect material as required to prevent moisture absorption or damage from weather or the ground. Should it be necessary to move material at any time, or move sheds, trailers or storage platforms, Contractor shall move them as and when required at no additional cost to the Owner. The Owner assumes no responsibility for materials stored in building or site. The Contractor shall assume full responsibility for loss or damage due to storing of materials. Repairing of areas used, the placing of sheds, trailers, offices and storage of materials shall be done by the Contractor. 3.15.1 ADD the following at the end of the Subparagraph: The Contractor shall maintain streets and sidewalks around the Project site in a clean condition. The Contractor shall use its best efforts to remove all spillage and tracking arising from the performance of the Work from such areas, and shall establish a regular maintenance program (at least twice per week) of sweeping and hosing to a minimum accumulation of dirt and dust upon such areas. No waste material or rubbish shall be buried or burned on the site. 3.18.3 ADD the following to Subparagraph(s): 3.18.4 The Contractor hereby acknowledges the receipt of One Hundred Dollars ($100.00) and other good and valuable consideration as part of the Contract Sum from the Owner and acknowledges the receipt of One Hundred Dollars ($100.00) and other good and valuable consideration from the Architect which has been paid to him as specific consideration for the indemnification provided herein. The Contractor's policy shall provide the "Hold Harmless" rider and it shall be so noted on the Contractor's Certificate of Insurance. 3.19 ADD the following to Subparagraph(s): 3.19 REPRESENTATIONS AND WARRANTIES 3.19.1 The Contractor represents and warrants the following to the Owner (in addition to the other representations and warranties contained in the Contract Documents), as an inducement to the Owner to execute the Agreement, which representations and warranties shall survive the execution and delivery of the Agreement and final completion of the Work: .1 That Contractor is financially solvent, able to pay his debts as they mature and possessed of sufficient working capital to complete the Work and perform his obligations under the Contract Documents. ,2 That Contractor is able to furnish the plant, tools, materials, supplies, equipment and labor required to complete the Work and perform his obligations hereunder and has sufficient experience and competence to do so. .3 That Contractor is authorized to do business in the State of Florida and properly licensed by all necessary governmental and public and quasi -public authorities having jurisdiction over him and over the Work and the site of the Project. .4 That Contractor's execution of the Agreement and his performance thereof as within his duly authorized powers. .5 That Contractor, including all Subcontractors, has a complete and thorough understanding of the Bidding and Construction Documents; has visited the site of the Work; familiarized himself with the local conditions under which the Work is to be performed; and correlated his observations with the requirements of the Contract Documents. REFER TO: ARTICLE 4 - ADMINISTRATION OF THE CONTRACT 4.1.2 DELETE the word "Contractor" from the first sentence. DELETE the last sentence. 4.1.3 DELETE the Subparagraph in its entirety. 4.2.2 DELETE the first two sentences and SUBSTITUTE the following: 4.2.2 The Architect will visit the site and make observations as provided in the Owner/Architect Agreement. 4.2.2.1 ADD the following to Subparagraph(s): 4.2.2.1 Neither the Architect nor the Owner shall be responsible for compliance with the OSHA (Occupational Safety and Heath Act) or other Federal, State and local regulations for construction as required by 10J .1 and 13.1, and that the terms referring to "employer" within OSHA requirements shall be constructed to mean the Contractor. 4.2.9 DELETE the words "conduct inspections" from the first sentence of the Subparagraph, and SUBSTITUTE the words "observe the Work". 4.2.11 DELETE the words "decide matters" from the first sentence of the Subparagraph, and SUBSTITUTE the words "provide recommendations". In addition, DELETE the word "under" from the first sentence of the Subparagraph, and SUBSTITUTE the words "of the Owner and Contractor". ADD the following sentence directly after the first full sentence of the Subparagraph: "The Architect shall also be the initial interpreter of the Contract Documents when necessary to clarify any term, provision or condition thereof." 4.2.12 ADD the words "and in the absence of negligence" at the end of the Subparagraph 4.3.4.1 ADD the following to Subparagraph(s): 4.3.4.1 Notwithstanding anything in the Contract Documents to the contrary, the Contractor shall not receive any adjustments in the Contract Sum or the Contract Time if such unknown or concealed conditions is: 1 of a usual nature or does not differ materially from those ordinarily encountered and generally recognized as inherent in construction activities of the character provided for in the Contract Documents; .2 located below the surface of the ground and does not differ materially from those generally encountered in the general area in which the site of the Project is located or does not differ materially from conditions encountered in any subsurface investigation completed prior to the date of the Agreement; .3 not materially different from those conditions disclosed or which reasonably should have been discerned by the Contractor's prior work, inspection, tests and reviews; .4 of a nature which the Contractor or any Subcontractor should reasonably know or anticipate based on any of the foregoing; or .5 present in the existing premises and does not differ materially from those conditions generally encountered in buildings of similar type and character, given the age of the premises, the renovations made to and in it from time to time and construction practices prevalent in the industry at the time of the construction and renovation of the existing premises, or if none are discernible by the Contractor, construction practice actually used in the construction and renovation thereof. 4.6 DELETE the Subparagraph in its entirety. REFER TO: ARTICLE 5 - SUBCONTRACTORS 5.3.2 ADD the following to Subparagraph(s): 5.3.2 Subcontract Form. Notwithstanding any provision of subparagraph 5.3.1, any part of the Work performed for the Contractor by a Subcontractor or its Sub -subcontractor shall be pursuant to a written Subcontract between the Contractor and such Subcontractor (or the Subcontractor and its Sub -subcontractor at any tier), which shall be prepared on a form of subcontract satisfactory to the Owner in all respects. Each such subcontract shall, where the context so requires, contain provisions that: .1 require that such Work be performed in accordance with the requirements of the Contract Documents; .2 waive all rights the contracting parties may have against one another or that the Subcontractor may have against the Owner for damages cased by fire or other perils covered by the insurance described in the Contract Documents; .3 require the Subcontractor to carry and maintain insurance coverage in accordance with the Contract Documents, and file certificates of such coverage with the Contractor; .4 require the Subcontractor to submit certificates and waivers of liens for work completed by it and by its Subcontractors as a condition to the disbursement of the progress payment next due and owing; .5 require submission to Contractor or Subcontractor, as the case may be, of applications for payment in a form approved by the Owner, together with clearly defined invoices and billings supporting all such applications under each subcontract to which the Contractor is a party; .6 report, so far as practicable, unit prices and any other feasible formula for use in the determination of costs of changes in the Work; .7 require each Subcontractor to furnish to the Contractor in a timely fashion all information necessary for the preparation and submission of the reports required herein; .8 require that each Subcontractor continue to perform under its subcontract in the event the Contract is terminated and the Owner shall take an assignment of said subcontract and request such Subcontractor to continue such performance; and .9 require each Subcontractor to remove all debris created by its activates. 5.3.3 ADD the following to Subparagraph(s): 5.3.3 Affiliated Entities. The Contractor shall not enter into any subcontract, contract, agreement, purchase order or other arrangement ("Arrangement") for the furnishing of any portion of the materials, services, equipment or Work with any party or entity if such party or entity is an Affiliated Entity (as defined below), unless such Arrangement has been approved by the Owner, after full disclosure in writing by the Contractor to the Owner of such affiliation or relationship and all details relating to the proposed Arrangement. 5.3.3.1 The term "Affiliated Entity" means any entity related to or affiliated with the Contractor or with respect to which the Contractor has direct or indirect ownership or control, including, without limitation, any entity owned in whole or part by the Contractor; any holder of more than 10% of the issued and outstanding shares of, or the holder of any interest in, the Contractor; any entity in which any officer, director, employee, partner or shareholder (or member of the family or any of the foregoing persons) of the Contractor or any entity owned by the Contractor as a direct or indirect interest, which interests includes, but is not limited to, that of a partner, employee, agent or shareholder. 5.4.1.1 INSERT immediately after the words "Paragraph 14.2" the words "or stoppage of the Work by Owner pursuant to Subparagraph 2.3.1,". 5.4.2 DELETE the Subparagraph. 5.5 ADD the following to Subparagraph(s): 5.5 PAYMENTS TO SUBCONTRACTORS 5.5.1 The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, and amount equal to the percentage of completion allowed to the Contractor on account of such Subcontractor's Work, less the agreed percentage retained from payments to the Contractor. REFER TO: ARTICLE 7 - CHANGES IN THE WORK 7.1.4 ADD the following to Subparagraph(s): 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order or Construction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 7.1.5 The Owner or Architect, without invalidating the Contract, may at anytime request proposals for anticipated changes in the Work. Proposal Requests are for information only and are not an order for a change in the Work or an Order to stop Work in any area in which a change may be anticipated. The Contractor shall, within ten (10) calendar days from the date of proposal request, provide a written proposal for the anticipated change in the Work in accordance with the provisions of Paragraph 7.1.6 and 7.1.7. 7.1.6 The cost of all changes in the Work, defined as "Cost of the Work," shall be substantiated by complete itemized statements showing quantities and unit prices for material, labor (including all applicable fringe benefits, defined as "Out of Pocket Labor"), equipment and other items of cost. Cost of labor (including all applicable fringe benefits) and material shall be actual costs to the Contractor. The Contractor shall submit receipts, payrolls, bills, vouchers or other evidences, as the Architect may direct, showing his actual costs and his rights to the payment claims. 7.1.7 It is agreed that the reasonable allowance for Contractor's "Fee" that may be added to the "Cost of the Work" in the work as determined by any of the methods set forth in paragraphs 7.3.3 or 7.3.6. 7.1.8 The cost of product, material, service or work, defined as "Cost of the Work," shall be limited to the net cost to the Contractor, including but not limited to: all taxes, fees, or special approvals or permissions of any nature, inspections, cost of delivery to site of the work, hoisting, hauling or moving equipment, equipment and/or machinery rental charges directly associated with the work, miscellaneous consumable or disposable parts or tools associated with the work, all costs of all warranties and guarantees, less any discount for prompt payment or rebate for any action, consideration, or purchase, both present and future. 7.3.3 ADD the following at the end of the first sentence, ", as elected by the Architect:" 7.3.6 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, an allowance for Contractor's Fee, subject to the limitations listed in Subparagraph 7.3.6.1. In such case, and also under Subparagraph 7.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. 7.3.7 DELETE the last sentence in the Subparagraph and INSERT the following: "When both additions and credits covering related Work or substitutions are involved in a change, the allowance for a Contractor's Fee shall be figured on the basis of net increase, if any, with respect to that change". 7.3.7.1 ADD the following to Subparagraph(s): 7.3.7.1 No claim for extra time or cost will be allowed unless same was done pursuant to a written order of the Architect and claim presented with first Application for Payment after changed or extra work is done. REFER TO: ARTICLE 8 - TIME 8.1.4 DELETE the Subparagraph in its entirety and SUBSTITUTE the following 8.1.4 For this contract, the term "day" or "calendar day" shall mean calendar day of 24 hours beginning at 12:01 midnight (0001-hours). The term "working day" shall mean any calendar day except Saturdays, Sundays and Federal holidays at place of building. 8.2.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor. The date of Notice to Proceed shall not be changed by the effective date of such insurance. 8.2.4 ADD the following to Subparagraph(s): 8.2.4 The Contractor shall furnish sufficient forces, construction plant and equipment and shall work such hours, including night shifts, weekends work where permitted, and overtime operations as may be necessary to ensure progression of work in accordance with the Contractor's construction schedule. The Contractor shall take such steps as may be necessary, or as may be required by the Owner, by increasing the number of personnel, the number of shifts, weekend work where permitted, overtime operations, days of work, and the amount of construction, in order to achieve Substantial Completion within the Contract Time, at no additional cost to the Owner. 8.2.5 Diligent Prosecution. The Contractor shall prosecute the Work regularly, diligently and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. 8.3.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 8.3.1 If the Contractor is delayed at anytime in the progress of the Work by any actor neglect of the Owner or the Architect, or by any employee of either, or by any separate Contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, adverse weather conditions not reasonably anticipated, unavoidable casualties, or any causes beyond the Contractor's control, or by any other cause which the Architect determines may justify the delay, Cher the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.1.2 No Cost for Delay. To the fullest extent permitted by law, the Owner, Owner's Agents and employees shall not be held responsible for any loss or damage sustained by Contractor, or additional costs incurred by Contractor through delay caused by Owner, Owner's Agent, or employees, or any other Contractor or Subcontractor, or by abnormal weather conditions or by any other cause, and Contractor agrees that the sole right and remedy therefor shall be an extension of time. 8.3.1.3 All requests for time extensions must be submitted to the Architect with each pay request and shall remain on file until the first Change Order is processed or until such time that it becomes necessary because of the lack of Contract Time. It shall be the responsibility of the Contractor to submit each months request for time extensions. No consideration will be given for additional Contract Time offer the monthly certificate of payment is received by the Architect, unless otherwise agreed in writing by Architect and Owner. 8.3.2.1 ADD the following to Subparagraph(s): 8.3.2.1 The following will not be considered justification for the extension of time: (1) Delay caused by unless due to one of the clauses stated in Article 8 2 Shortage of workers; tr t r rSuppliersu e Subcon ac o s o, - () g (3) Inadequate lead-time for delivery of materials specified; or (4) Negligence on the part of the Contractor. 8.5 ADD the following to Subparagraph(s): 8.5 EXTENDED CONTRACT ADMINISTRATION 8.5.1 In the event that the Architect continues to provide Contract Administration because of the failure of the Contractor to complete the Project within 1 10% of the calendar days allotted for construction in the Contract for construction and in subsequent change orders, after the original construction Contract completion date and extensions have been approved and the cause of the delay is the Contractor's and is not attributable to the Architect, the Architect may request the Owner withhold from the Contractor's partial or final payment sufficient sums in order to compensate the Architect for extended Contract Administration. If the Architect certifies that he has provided such extended Contract Administration, and the delay in construction is the fault of the Contractor and is not attributable to the Architect, the additional Contract Administration shall be regarded as Additional Services for which the Architect shall be entitled to negotiate additional compensation based on the Architect's published hourly rate. REFER TO: ARTICLE 9 - PAYMENTS AND COMPLETION 9.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 9.2.1 Within seven (7) days from the date of the notification of selection for the award for the Contract for the Work, but in no event later than the Preconstruction Conference, the Contractor shall submit to the Architect a completely itemized Schedule of Values which shall reflect the cost of each subdivision of work of each Specification Section with each major item of the Work and each subcontracted item of the Work shown as a separate line item on the Continuation Sheet, AIA Document G703. The sum of all Schedules of Values shall equal the Contract Sum. If requested, the Contractor shall submit substantiating data. The Architect will review and approve the Schedule of Values and unless objected to by the Architect, shall be used only as a basis for the Contractor's Application for Payment. 9.3.1.3 ADD the following to Subparagraph(s): 9.3.1.3 Such Application for Payment shall be certified as correct by Contractor and shall be accompanied by waivers of liens and other documentation from Subcontractors and Sub -Subcontractors as reasonably may be required by the Owner. .1 Upon signing the Applications for Payment, the Contractor certifies: (i) that there are no written claims of mechanics', materialmen's or construction liens submitted to the Contractor at the date of such Application for Payment, (ii) that the Contractor has no knowledge of any filled mechanics', materialmen's or construction liens with respect to the Work; (III) that all due and payable bills with respect to the Work have been paid to date or shall be paid from the proceeds of such Application for Payment, (iv) that there is no known basis for filing of any mechanics', materialmen's or construction liens on the property of the Owner or againstthe sureties on the bonds; and (v) that waivers from all Subcontractors constitute and effective waiver of lien under the laws of the jurisdiction in which the Project is located to the extent of payments that have been made or are to be made concurrently with payment pursuant to such Application for Payment. 9.3.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 9.3.2 Delivered and/or stored materials not incorporated in the work -in -place, will not be certified for payment. 9.3.3 DELETE the words "security interests" in the last sentence. 9.5.3 ADD the following to Subparagraph(s): 9.5.3 Notwithstanding anything to the contrary contained in the Contract Documents, the Owner may withhold an a mentto the Contractor hereunder if and f r long the Contractor falls t perform an it y p yo so o g as e Co roc or a o pe o y of s obligations hereunder or otherwise is in default under any of the Contract Documents; provided, however, that such holdback shall be limited to an amount sufficient in the reasonable opinion of the Owner to cure any such default or failure of performance by the Contractor. 9.5.4 The Owner shall not be deemed to be in breach of this Contract by reason of the withholding of any payment pursuant to any provision of the Contract Documents provided the Architect has approved the Owner's action or the Work for which payment is being withheld shall have been rejected by any governmental authority or the Owner. 9.6.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 9.6.1 Unless otherwise indicated in the Agreement, the Owner shall make payment to Contractor within thirty (30) calendar days after receipt of the certified Application for Payment, and shall so notify the Architect. 9.6.8 ADD the following to Subparagraph(s): 9.6.8 All material and work covered by partial payments made become sole property of Owner, but this provision shall not be construed as relieving Contractor from sole responsibility for care and protection of materials and work upon which payments have been made or restoration of any damaged work or as waiver of right of Owner to require fulfillment of all terms of the Contract. 9.7.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 9.7.1. If the Architect does not issue a Certificate for Payment, or communicate in writing his reason for delay, through no fault of the Contractor, within ten (10) working days after receipt of the Contractor's application for payment, or if the Owner does not pay the Contractor within thirty (30) days after the date established in the Contract Documents, or another date previously agreed upon in writing, the amount certified by the Architect, then the Contractor may, upon seven (7) additional days written notice to the Owner and the Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended and the Contract Sum shall be increased by the amount of the Contractor's reasonable cost of shut -down, delay and start up, which shall be effected by appropriate Change Order in accordance with the provisions stipulated in Article 7. 9.8.6 ADD the following to Subparagraph(s): 9.8.6 Upon application by the Contractor and certification by the Architect, the Owner shall make payment reflecting adjustments in retainage for such work or portion thereof as follows: .1 In addition to any other retainage, the Owner will withhold three (3) times the value of any uncompleted work. 2 In addition to any other retainage, the Owner will withhold an amount equal to the estimated liquidated damages that may be assessed when liquidated damages are included as part of the Contract. . .3 In addition to any other retainage, the Owner will withhold an amount equal to the cost of any bonds, warranties, or guarantees required by this Project Manual. REFER TO: ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY 10.2.7 DELETE the lasttwo words and SUBSTITUTE: "the safety of persons or property." 10.2.8 ADD the following to Subparagraph(s): 10.2.8 Contractor shall protect adjoining private or public property and shall provide barricades, temporary fences, and covered walkways required to protect the safety of passers-by, as required by prudent construction practices, applicable building codes, ordinances or other laws, or the Contract Documents. 10.2.9 Contractor shall maintain Work, materials and apparatus free from injury or damage from rain, wind, storms, frost or heat. If adverse weather makes it impossible or commercially impractical to continue operations safely in spite of weather precautions, the Contractor shall cease Work and notify the Owner and the Architect of such cessation. The Contractor shall not permit open fires on the Project site without prior written permission of the Owner. 10.2.10 In addition to its other obligations pursuant to this Article 10, the Contractor shall, at its sole cost and expense, promptly repair any damage or disturbance to streets, walls, utilities, sidewalks, curbs, and the property of third parties (including governmental entities) resulting from the performance of the Work, whether by it or by it Subcontractors at any tier. The Contractor shall maintain streets, thoroughfares, sidewalks, and bicycle paths in good repair and traversable condition. REFER TO: ARTICLE 11 -INSURANCE 1 1.1.2 ADD the following sentence at the end of the Subparagraph: Such coverages shall be maintained by insurance carriers acceptable to Owner in all respects with a minimum rating by the most recent Bests Rating Classification of Class IV for the required amounts less than $1,000,000, Class V for required amounts than more than $1,000,000 and less than $2,000,000, and Class VI for the required amounts in excess of $2,000.00. If such policies are on a "claims made" basis, they shall be maintained by the Contractor for a minimum of four (4) years after the final completion of the Projeci and prior to payment of the first Application for Payment the Contractor shall provide to the Owner satisfactory proof that such Extended Reporting Period Coverage ("tail) is available if the Contractor should change policies or insurance companies. Furthermore, it is the Contractor's responsibility to insure against those claims for then, vandalism and other such items which are not specifically addressed elsewhere. 1 1.1.4 ADD the following to Subparagraph(s) 11.1.4. If the Contractor fails to purchase or maintain or require to be purchased and maintained the liability insurance required herein, the Owner may (but shall not be obligated to) purchase such insurance on the Contractor's behalf and shall be entitled to be repaid for any premiums paid upon demand. 11.1.5 The Contractor shall file Certificates of Insurance, acceptable to the Owner, prior to the start of any construction. Certificates shall bear original signatures and the raised seal of the agent, surety, authorized representative, "attorney in fact", or Florida Resident Agent. 11.1.6 The Owner and the Architect shall be named as Additionally Insured (AI) with the Contractor in the liability insurances to the limits specified in Ar ticle 11.1.1. Al coverage e shall be ISO Standard. Manuscript Al Endorsements are not acceptable. It shall be the responsibility of the Contractor to maintain the proper Al endorsements. 1 1.1.7 If by the terms of this insurance any mandatory deductibles are required, or if the Contractor should elect, with the concurrence of the Owner, to increase the mandatory deductibles amounts or purchase this insurance with voluntary deductible amounts, the Contractor shall be responsible for payment of the amount of all deductibles in the event of a paid claim. If separate Contractors are added as insured to be covered by this policy, the separate Contractors shall be responsible for payment of appropriate part of any deductibles in the event claims are paid on their part of the Project 11.1.8 When such insurance, due to the attainment of a normal expiration date or renewal date, shall expire, the Contractor shall, not less than thirty (30) days prior to such expiration or renewal date, supply the Owner with updated replacement Certificates of Insurance and amendatory riders or endorsements that clearly evidence the continuation of all coverage in the same manner, limits of protection, and scope of coverage, as was provided by the Certificates of Insurance and amendatory riders or endorsements originally supplied to the Owner. The Certificates of Insurance shall contain a requirement that the Owner will be notified, by certified mail, of cancellation or modification of the coverage of at least thirty (30) days before the effective date of any cancellation or modification and that no other form of notification will otherwise relieve the insurer, its agents, or representatives of liabilltl� 1 1.3.3 DELETE the Subparagraph in its entirety 11.5 DELETE the Paragraph in its entirety and SUBSTITUTE the following 11.5.1 The Owner shall have the right to require the Contractor to furnish bonds, in compliance with Section 255.05, Florida Statutes, covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. 11.5.2 Such bonds shall be (1) issued on the specified forms and by a surety reasonably acceptable to Owner, (ii) submitted to Owner for approval as to form, (iii) name the Owner, as obligee (vi) shall be in an amount equal to at least 100% of the Contract Sum (as the same may be adjusted from time to time pursuant to the Contract), and (v) contain a specific provision holding the surety liable for any consequential delay damages, liquidate or unliquidated, caused by the Contractor's breach under the Contract. The Contractor shall deliver the executed, approved bonds to the Architect for approval no later than seven (7) calendar days following the execution of the Agreement, Notwithstanding any provision of Florida Statues or language of the bond, the statute of limitation for actions against the - surety due to the alleged nonperformance (other than the delivery of labor or materials) of the Contractor shall be the some length of period as the statute of limitation for actions against the Contractor. 11.5.3 The costs of all bonds required under this Paragraph 11.5 shall be included in the Contract Sum. 11.5.4 The Owner shall have the right to waive any bonds required to be provided under this Paragraph 11.5, in which event the amount of the premium of any such waived bond, if included in the Contract Sum, shall be deducted from the Contract Sum by appropriate Change Order. 11.5.5 Upon the request of any person or entity appearing to be a potential beneficiary of any of the bonds required under this Paragraph 11.5, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy thereof to be made and delivered to such person or entity. The Contractor shall pos at the Project site copies of all bonds and such other papers as required by the law. 11.6 ADD the following to Subparagraph(s): 11.6 MISCELLANEOUS STATEMENTS r 11.6.1 Anything in the Contract Documents to the contrary notwithstanding and in addition to the insurance required to be maintained by the Contractor as herein above set forth, Contractor agrees to indemnify and defend Owner, or his agents, against any and all claims, loss, damage to or destruction of property including, without limitation, property and employees or Owner occurring wholly or in part, as the result of the work done or omitted to be done by, or contracted to be done but not done by, Contractor or his Subcontractors or the employees or agents or invitees either arising from injury or to death of persons or damage to or destruction of property due or claimed to be due, in whole or in part, to any negligence or fault of Owner or its employees, agents of invitees, except claims, loss, damage costs or expense resulting from risks as are herein above required to be insured by Owner. The Contractor shall be responsible for his Subcontractors to obtain the required insurance prior to commencing work. 1 1.6.2 Anything in the General Conditions to the contrary of the indemnification obligations hereby set forth shall not be applicable as between Owner and Contractor and any and all references to Owner therein are deleted. REFER TO: ARTICLE 12 - UNCOVERING AND CORRECTION OF WORK 12.1.1 DELETE the words "be uncovered for the Architect's observation" and insert in lieu thereof the words "the Owner or any governmental authority, be uncovered for their observation". 12.1.2 INSERT after the word "Architect", the first time it appears in Subparagraph 12.1.2 the words,", Owner or any governmental authority". 12.2.1.1 INSERT after the word "Architect", the first time it appears in Subparagraph 12.1.2 the words,", Owner or any governmental authority". 12.2.1.2 ADD the following to Subparagraph(s): 12.2.1.2 The Contractor shall furnish Owner his written guarantee and warranty in accordance with this Subparagraph and secure all written guarantees and warranties called for in the Contract Documents. 12.2.1.3 If within any guarantee period, repairs or changes are required in connection with guaranteed work, which in opinion of Architect is rendered necessary as result of use of materials, equipment or workmanship which are defective or inferior or not in accordance with terms of contract the Contractor responsible shall promptly, upon receipt of notice from Owner, and without expense to Owner: .1 Place in satisfactory condition in every particular all of such guaranteed work and correct all E defects therein. .2 Make good all damage to structures or site, or equipment or content thereof, which, in opinion of Architect, is result of use of materials, equipment or workmanship which are inferior, defective, or not in accordance with terms of Contract. rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) I www.getrojo,com STATE OF FLORIDA REGISTERED ARCHITECT ROBERT A. GLISSON I I.11 AR0015123 JONATHAN S. MOORE AR0093150 .3 Make over any work of materials or equipment and contents of structures or sites, disturbed in fulfilling any such guarantee. 12.2.1.4 In any case where, in fulfilling requirements of Contract or any guarantee embraced in or required thereby, Contractor responsible disturbs any work of the Owner or any work guaranteed under other contracts, he shall restore such disturbed work to condition satisfactory to Architect and guarantee such restored work to same extent as it was guaranteed under such other contract. 12.2.2 DELETE all reference to "one year" and SUBSTITUTE the words "two year(s)." 12.3.2 ADD the following to Subparagraph(s): 12.3.2 If, in the opinion of the Architect, it is not practical to remove and/or replace the Work at the time of application for payment, the Architect will direct one of the following remedies: Mark .1 The defective Work may remain, but the unit sum/price will be reduced fifty percent (50%) or an Issue/Revision amount at the discretion of the Architect. .2 The defective Work will be partially repaired to the instructions of the Architect, and the unit Project ID CAD File Name sum/price will be adjusted to a new sum/price at the discretion of the Architect. Drawn By 12.3.3 The authority of the Architect to assess the defect and identify payment adjustment, is final. Checked By 12.3.4 Reduction of the amount requested in the "application for payment" does not constitute Owner's Plot Date: acceptance of the Work or release the Contractor from his obligation to complete and/or correct the work before the next application for payment unless specifically agreed by the Architect and processed Record Date: via a Change Order. Sheet Title REFER TO: ARTICLE 13 - MISCELLANEOUS PROVISIONS 1.. �- . . \" 1. . t�% 1 N , 11 SEAL SHO N IS VALID Y WITH EMBOSSED IMPRINT, 1ND SIGNATURE IN RED... --- JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 5/13/11 1 PERMIT SET Date I Description PERMIT SET 11004 11004-CD.vwx APM JS Record Date 13.1.2 ADD the following to Subparagraph(s): GENERAL CONDITIONS I 13.1.2 Historical lack of enforcement of any law shall not constitute a waiver of Contractor's responsibilii for compliance with such law in a manner consistent with the Contract Documents unless and until the Contractor has received written consent for the waiver of such compliance from the Owner and the agency . responsible for the law enforcement. 13.5.1.1 ADD the following to Subparagraph(s): 13.5.1.1 All materials and equipment used in construction of the project shall be subject to adequate Drawing No. inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Architect. Materials of construction, particularly those upon which the strength and durability of the structures may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for uses intended. SHEET SCALE: N.T.S. G-5,1 5 Q 3 5 IN 3 E • u iC A 13.5.2 ADD the following at the end: An independent testing agency selected by Architect shall prepare the test reports, logs and certificates applicable to the specific inspections and tests and promptly deliver the specified number of copies to the designated parties. Other required certificates of inspection, testing or approval shall be secure by the Contractor and delivered by him to the Architect, in such time as to not delay progress of the work. 13.5.2.1 ADD the following to Subparagraph(s): 13.5.2.1 Timely notice shall be construed to mean a minimum of 48 hours advance notice to the office of the Architect requesting a complete inspection for a meaningful portion of the work phase. 13.5.3 ADD to the Subparagraph, immediately after the word "expenses", the words: ", including the cost of re -testing for verification of compliance if necessary, until the Architect certifies that the Work in question does comply with the requirements of the Contract Documents, and all such costs shall not be included in computing the Contractor Sum". 13.6.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 13.6.1 In no event shall any interest be due and payable by the Owner to the Contractor, any Subcontractor or any other party on any of the sums payable by the Owner under this Contract, including, without limitation, the sums which the Owner is authorized to retain pursuant to the Contract Documents. 13.7.2 ADD the following to Subparagraph(s): 13.7.2 Notwithstanding any provision of Subparagraph 13.7.1 to the contrary, no applicable statute of limitations shall be deemed to have commenced with respect to any portion of the Work which is not in accordance with the requirements of the Contract Documents, which would not be visible or apparent upon conducting a reasonable investigation and which is not discovered by the Owner until after the date which, but for this subparagraph 13.7.2, would be the date of commencement of the applicable statute of limitations; the applicable statute of limitations instead shall be deemed to have commenced on the date of such discovery by the Owner. 13.8 ADD the following to Subparagraph(s): 13.8. FEDERAL JURISDICTION; VENUE 13.8.1 The parties, any Subcontractor, Sub -subcontractor, materialmen and the surety under any bond required hereunder, waive any entitlement to federal jurisdiction in the courts of the United States of America, based on diversity of citizenship, and they agree that the venue of any civil action related to this Agreement shall be properly laid solely in the County which the Work is being performed. 13.9 THIRTY PARTY ACTIONS 13.9.1 Nothing contained in the Contract Documents shall create a contractual relationship with, or grant any rights or cause of action to, any third party. 13.10 FEDERALLY FUNDED PROJECTS 13.10.1 If the Project Manual or Bidding Documents, state that this Project is all or partially funded with federal funds and that federally mandated wage rates are applicable the Contractor shall comply with the applicable laws and regulations and provide for and ensure compliance by all applicable Subcontractors and Sub -subcontractors and suppliers. 13.11 CONFLICT OF INTEREST 13.11.1 The award hereunder is subject to provisions of Chapter 112, Florida Statutes. All bidders must disclose with their bid the name of any officer, director or agent who is also an employee of the Owner Further, all bidders must disclose the name of any employee who owns, directly or indirectly, an interest of ten percent (10%) or more in the Bidder's firm or any of its branches. 13.12 ENVIRONMENTAL AND HEALTH HAZARDS 13.12.1 It is the intent of the Owner to comply with all Federal, State and Local governmental laws, rules and regulations regarding environmental considerations and potential hazards to public health. As such, it shall be the responsibility of the successful bidder to take all steps necessary to ensure that the facilities are free from the dangers of asbestos, lead and other health hazards, in the discharge of this obligation, it shall be incumbent upon successful bidder to comply with the following: .1 E.P.A., F.D.E.P, R.C.R.A., C.E.R.L.A., H.S.W.A., T.S.C.A., Clean Air Act, Clean Water Act, Safe Drinking Water Act. .2 Lead Lead Contamination Control Act of 1988, PL 100-572 Oct. 31, 1988 and Prohibition of Use of Lead Pipes, Solder and Flux. PL-99-339 June 19, 1989 and Chapter 17-550, F.A.C., Drinking Water Standards, Monitoring and Reporting, Part III. .3 All potable water fixtures must be certified lead-free. .4 Submit with the shop drawings, submittals and/or samples and MSDS form for each construction material identified on the shop drawings or submittals. .5 Dispose of all tubes, packages, cans or any other containers in accordance with the above requirements. 13.12.2 In the event more stringent regulations are enacted on these or other similar topics during the course of construction, the Contractor shall be notified in writing of the new requirements. Upon receipt of such notice, he shall calculate the financial impact (increase or decrease) and notify the Owner of same in writing no later than seven (7) days following receipt. Failure to do so will not relieve the Contractor from full compliance, and may subject Contractor to non -reimbursable costs. 13.12.3 During the course of construction, the Owner will conduct any testing necessary to insure full and complete compliance with applicable regulations and all conditions contained herein. In the event test results indicate an unsatisfactory product, the cost for testing as well as removal and replacement of the unacceptable product, shall be borne solely by the General Contractor or the applicable subcontractor, at no additional cost to the Owner. 13.14 MISCELLANEOUS 13.14.1 Where required hereunder to effectuate the intent of the Contract Documents, masculine shall mean neuter or feminine and the singular shall mean the plural, 13.14.2 The captions and headings of various Articles and Paragraphs in the Agreement, General Conditions or this Supplement are for convenience only and are not to be construed as defining or limiting, in any way, the scope of intent of the provisions hereof. 13.143 The invalidity of any covenant, restriction, condition, limitation or any other part or provision of the Contract Documents shall not impair or affect in any manner the validity, enforceability or effect of the remainder of the Contract Documents. 14.2.6 Before the Owner shall have any obligation to make payment(s) to the Surety, the Surety shall provide the Owner with a written Waiver of Lien from each subcontractor and major supplier holding direct contract with the Contractor. Such Waivers of Liens shall identify the total contract sum between the Contractor and subcontractor (or supplier) and the sum paid to -date. Before the Owner shall be obligated to make any payments to the Surety, all such subcontractors and suppliers shall be paid currently in proportion to the sum previously paid by the Owner to the Contractor. If the Surety is unable to produce a proper Waiver of Lien from a subcontractor or supplier, the Owner may withhold a sum equal to twice the amount claimed by the subcontractor or supplier and shall not be obligated to pay the Surety such sum in order to properly protect the subcontractor or supplier until the Surety has presented evidence satisfactory to the Owner that (a) the Surety has contracted with another party to complete or correct or replace the Work by such subcontractor or supplier, or (b) taken definitive steps to bring the matter to a fair resolution. Definitive steps may be interpreted to mean either a lawsuit has been filed or binding arbitration proceedings between the Contractor (or Surety if applicable) and the subcontractor have been initiated and a hearing scheduled. The Owner shall have no obligation to fund the Surety's responsibilities to pay subcontractors or suppliers fair and proportionate shares of sums previously paid by the Owner to the Contractor. 14.2.7 If the Surety fails within sixty (60) days to initiate and to continue to proceed with a diligent and full faith effort assuring and manning of the job, the payment of obligations, the resolution of disputes, the providing of substitute subcontractors where necessary, as approved by the Architect and the Owner's Representative, and the general overall effective pursuit of the Work toward a satisfactory completion, the Owner may, at his option, stop the Surety from proceeding, declare the Surety in default and in breech of contract and undertake the completion of the Work by other means. In such event, the Surety shall be liable for all costs in excess of the current contract sum including, but not limited to Additional Services of the Architect, legal services, court costs and interest upon such additional costs from the time demanded until the time paid, and any penalty a Court assesses. 14.2.8 If the Contractor has furnished Bonds, and the Contractor's Surety is directed to complete the Work, Surety shall be responsible (unless covered under the Contractor's insurance policies) for all of the following: (1) To replace at no cost to Owner all damaged, lost or stolen materials and equipment stored by Contractor on the project site; (ii) All costs incurred by Owner to move any/all materials and/or equipment stored by Contractor on the project site; (iii) All costs incurred by Owner to temporarily or permanently keep the weather out of the building to protect persons and property; and (iv) All actions, negligent or otherwise, on the part of the Contractor prior to the Default. 14.3.3 ADD the following to Subparagraph(s): 14.3.3 The Owner may, at its option, terminate the Contract in whole or from time to time in part at and time by written notice thereof to the Contractor. Upon any such termination, Contractor agrees to waive any claims for damages, including loss of anticipated profits, on account thereof, and as the sole right and remedy of Contractor, Owner shall pay Contractor in accordance with 14.3.4.3 below. The provisions of the Contract, which by their nature survive final acceptance of the Work, shall remain in full force and effect after such termination to the extent provided in such provisions. 1 Upon receipt of any such notice, Contractor shall, unless the notice directs otherwise, immediately discontinue the Work on that date and to the extent specified in the notice; place no further orders or subcontracts for materials, equipment, services or facilities, except as may be necessary for completion of such portion of the Work as is not discontinued, promptly make every reasonable effort to procure cancellation upon terms satisfactory to Owner of all orders and subcontracts to the extent they relate to the performance of the discontinued portion of the Work and shall thereafter do only such Work as may be necessary to preserve and protect work already in progress and to protect materials, plants and equipment on the site or in transit thereto. .2 Upon such termination, the obligations of the Contract shall continue as to portions of the Work already performed and as to bona fide obligations assumed by Contractor prior to the date of termination. .3 Upon termination, Contractor shall be entitled to be paid: (i) the full cost of all Work properly done by Contractor to the date of termination not previously paid for, less sums already received by Contractor on account of the cost of the portion of the Work performed; (ii) plus, if at the date of such termination Contractor has properly prepared or fabricated off the Site any goods for subsequent incorporation in the Work, and if Contractor delivers such goods to the site or to such other place as the Owner shall reasonably direct, the full cost for such goods or materials; (III) plus fifteen percent (15%) of the total sum thereof as liquidated damages. The Contractor waives all claims for any other damages caused by the Owners termination of the Contract. rojo Architecture AA 0002952 5701 E, Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORIDA REGISTERED ARCHITECT ROBERT A. GLISSON AR0015123 JONATHAN S. MOORE AR0093150 M � r � ,�4SEAL SHO NI VALIDH EMBOSSED IMPRINT,SIGNATURE IN RE JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 REFER TO: ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT - 5/13/11 PERMIT SET 14.2.5 ADD the following to Subparagraph(s): 14.2.5 If the Contractor has furnished Bonds, and if the Contractor's Surety is directed to complete the Work, then all payments made after termination of the Contractor shall be made to the Surety until (or jointly to the Surety and Contractors if the Surety so directs) the Work is finished and the contract sum has been expended. The Surety shall then be responsible for all of the obligations and duties of the Contractor under the contract and shall be bound by the conditions of the contract to fulfill all obligations of the contract in exchange of the balance of the contract sum yet unpaid by the Owner. The Surety may not assign those obligations without the written consent of the Owner. The Surety shall be responsible for the payment of all costs relating to the termination of the employment of the Contractor, including compensation for the Architect's additional services and expenses made necessary by these matters. The amount to be paid to the Surety or Owner, as the case may be shall be certified by the Architect, upon proper application, and this obligation for payment shall survive termination of the employment of the Contractor. Mark I Date I Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD.vwx Drawn By APM Checked By is Plot Date: Record Date: Record Date Sheet Title GENERAL CONDITIONS II Drawing No. SHEET SCALE: N.T.S. G-52 I V 6 5 I 3 2 k. D IC 1� >P OF WALL TO UNDERSIDE DECK. -. TRACK CAL LAY IN CEILING CHEDULED FT INSULATION WHERE , SEE WALL LEGEND TOP OF INTERIOR PARTITION Scale: 3" = P-0" WALL BASE DETAIL Scale: 3" = P-0" 5 EEDULED NG. REFER TO SCHEDULE METAL TRACK )US BEADS OF 4LANT UNDER DF GYP. BOARD EXTERIOR OF BUILDING DIMENSIONS OF EXTINGUISHER CABINET*: (JL INDUSTRIES ACADEMY SERIES- ANODIZED ALUMINUM FINISH) MODEL No. TRIM STYLE INSIDE DIMENSIONS OUTSIDE DIMENSIONS ROUGH OPENING EXTINGUISHER CAPACITY 1027V10 SEMI -RECESSED WIDTH: 10-1/2" WIDTH: 13 7/8" WIDTH: 11-1/2" COSMIC 5E 3" HEIGHT:24" HEIGHT:27-3/8" HEIGHT:25" DEPTH: 6" DEPTH: 3-1 /8" 1027V10 SEMI -RECESSED WIDTH: 10-1/2" WIDTH: 13 7/8" WIDTH: 11-1/2" MERCURY 5 3" HEIGHT: 24" HEIGHT: 27 3/8" HEIGHT: 25" DEPTH: 6" _r DEPTH: 3-1 /8" DIMENSIONS OF FIRE EXTINGUISHER: (JL INDUSTRIES) LOCATE AS INDICATED ON DRAWINGS MODEL No. TYPE. CLASS. NOMINAL CAPACITY CYLINDER DIMENSIONS UL RATING COSMIC 5E MULTI -PURPOSE A,B,C FIRES 5 LBS. DIAMETER: 4-1/4" 2A-10BC DRY CHEMUCAL HEIGHT: 15-1/4" WIDTH: 7-1 /4" MERCURY 5 HALOTRON 1 A,B,C FIRES 5 LBS. DIAMETER: 4-1/4" 56C HEIGHT: 15-1/4" WIDTH: 6-1/8" NOTE: ITEMS LISTED HERE ARE BASIS OF DESIGN. CONTRACTOR MAY PROVIDE OWNER APPROVED EQUALS. * APPROPRIATE WALL MOUNTED BRACKET IN LIEI40F CABINET IS ACCEPTABLE IF APPROVED BY OWNER. EXTERIOR OF BUILDING ;7 `_ 1/8" ACRYLIC OF HANDLE EL, 4'-0"-TOP MAX A.F.f CONTEMPORARY V DOOR STYLE FRONT ELEVATION NLHIV 3 SECTION V.B. SEE WALL LEGEND SEE FLOOR PLAN FOR WALL STUD SPECIFICATION LIFE SAFETY INFORMATION TYPE OF CONSTRUCTION: TOTAL TENANT AREA: TYPE OF OCCUPANCY: MAXIMUM OCCUPANT LOAD: NUMBER OF EXITS PROVIDED: MAXIMUM TRAVEL DISTANCE: MAXIMUM TRAVEL DISTANCE ALLOWED: MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER MAXIMUM ALLOWED: MIN. SEPARATION BTWN EXITS PROVIDED: MIN. SEPARATION BTWN EXITS ALLOWED: TYPE IIB, UNSPRINKLERED 1,995 SQFT. B - BUSINESS OCCUPANCY 20 SEE LIFE SAFETY PLAN 4 (3 REQ'D) 47'-7" 200'-0" 3l'-6" 75' 53"-7" 31'-10" (1/2 DIAGONAL DIST.) LIFE SAFETY NOTES: 1. - COORDINATE LOCATION OF EXIT SIGNS & EMERGENCY LIGHTING WITH ELECTRICAL DRAWINGS 2. - PORTABLE FIRE EXTINGUISHERS TO MEET REQUIREMENTS OF NFPA 10, LATEST EDITION 2 LIFE SAFETY FLOOR PLAN SCALE: 1 /4" = 1'-0" LIFE SAFETY LEGEND 11 EXIT LIGHT, REFER TO ELECTRICAL DRAWINGS EMERGENCY BATTERY LIGHT, REFER TO ELECTRICAL DRAWINGS. FIRE EXTINGUISHER TYPE -A 2A-10BC �► PRIMARY MEANS OF EGRESS ♦ • MAXIMUM TRAVEL DISTANCE • - EXISTING 1-HR RATED PARTITION rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) I www.getrojo.com STATE OF FLORIDA REGISTERED ARCHITECT ROBERT A. GLISSON • � 1 • M AR0015123 , JONATHAN S. MOORE AR0093150 `. SEAL SHO N S VALID `• ONLY WITH EMBOSSED IMPRINT, - AND SIGNATURE IN RED..' JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 Z - 5/ 13/ 11 PERMIT SET Mark I Date I Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD.vwx Drawn By APM Checked By is Plot Date: Record Date: Record Date Sheet Title LIFE SAFETY FLOOR PLAN SHEET SCALE: 1/4" = 1'-0" Drawing No. A-0, 1 9 KI 3 1 2 1 1 n IC A EXTERIOR OF BUILDING DEMOLITION FLOOR PLAN SCALE: 1/4" = 1'-0" GENERAL DEMOLITION NOTES EXTERIOR OF BUILDING Z 1. ALL WORK TO BE IN COMPLETE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS 2. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO UNFORESEEN CONDITIONS WILL BE CONSIDERED. NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITH PERMIT DOCUMENTS. 3. REMOVE ALL EXISTING FINISHES AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION AND FINISHES INCLUDING REMOVING CARPETING, RESILIENT FLOORING, ETC. AND REPAIRING AND PREPPING SUB -FLOORING TO A CONDITION APPROPRIATE TO INSTALLATION OF NEW FINISHES. 4. ALL EXISTING STRUCTURE, FINISHES, OR MATERIALS DESIGNATED TO REMAIN SHALL BE PROTECTED DURING DEMOLITION. BRACE/REINFORCE EXISTING STRUCTURAL ELEMENTS AS REQUIRED TO ENSURE STRUCTURAL STABILITY. 5. ALL EXISTING BUILDING COMPONENTS DESIGNATED TO REMAIN OR TO BE REINSTALLED SHALL BE PATCHED, REPAIRED, OR REFINISHED TO MATCH UNDAMAGED SURROUNDING AREA IF DAMAGED DURING DEMOLITION. PREPARE EXISTING WALLS, FLOORS, ETC. TO REMAIN FOR NEW FINISHES. 6. ANY VOIDS OR PENETRATIONS IN EXISTING CONSTRUCTION SHALL BE PATCHED AND FILLED TO MAINTAIN BUILDING ENVELOPE. NOTIFY ARCHITECT BEFORE ANY REPAIRS ARE MADE. REPAIRS ARE TO BE MADE TO ACCEPT NEW FINISHES. 7. THE DEMOLITION WORK IS NOT LIMITED TO ITEMS SPECIFICALLY NOTED FOR REMOVAL BUT SHALL INCLUDE ITEMS RELATED TO AND NECESSARY FOR REMOVAL SO AS TO PROVIDE A COMPLETE PROJECT. 8. PROVIDE ALL NECESSARY DUST BARRIERS TO ENSURE A SAFE AND SANITARY ENVIRONMENT. BARRICADE AND GRAFICS IS AT TENANTS EXPENSE. TENANT CONTRACTOR MUST PROVIDE PER MALL SPECS. TENANT SHALL CONSTRUCT A BARRICADE 18 FT. WITH 4 FT. POP -OUT WITH ONE DOOR PAINTED WITH GRAPHICS PER MALL SPECS. COORDINATE WITH MALL MARKETING MANAGER. n, i n" a n" EXTERIOR OF BUILDING 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN HAZARDOUS WASTE OR MATERIALS ENCOUNTERED WITHIN THE SCOPE OF THE PROJECT. 10. WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING; THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY FIELD CONDITIONS WHICH WOULD PRESENT A HAZARDOUS CONDITION TO THE STRUCTURE OR ITS OCCUPANTS BEFORE PROCEEDING. DO NOT PERFORM ANY SCHEDULED STRUCTURAL DEMOLITION UNTIL MEANS OF SUPPORT APPROVED BY STRUCTURAL ENGINEER IS INSTALLED. 11. PRIOR TO DEMOLITION, REMOVE WALL FINISHES, INTERIOR AND EXTERIOR FOR POSSIBLE STRUCTURAL MEMBERS IN THE EXISTING WALL REQUIRING FURTHER BRACING. A FORMAL STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE HAS NOT BEEN PERFORMED AND ARCHITECT IS NOT RESPONSIBLE FOR EXISTING STRUCTURE IN ANY WAY. 12. INFORM ARCHITECT OF ANY CONCERNS PRIOR TO DEMOLITION OR CONSTRUCTION FOR EVALUATION AS REQUIRED. 13. SALVAGEABLE PRODUCTS AND MATERIALS WILL REMAIN THE PROPERTY OF THE OWNER., PROTECT FROM DAMAGE, DISPOSE OF ITEMS AT OWNER REQUEST. 14. SPECIFIC DEMOLITION NOTES ARE NOT TO BE CONSIDERED ALL INCLUSIVE OR COMPLETE IN THEMSELVES. CONTRACTOR SHALL PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR RENOVATED CONSTRUCTION WHETHER SPECIFICALLY NOTED. INCLUDING BUT NOT LIMITED TO REMOVAL OF EXISTING CEILINGS, BASES, CARPET, VINYL TILE, CERAMIC TILE OR OTHER FLOOR FINISHES, TOILET ACCESSORIES, ETC. THAT MIGHT REASONABLY BE REQUIRED TO BE REMOVED IN PREPARATION FOR INSTALLATION OF NEW CONSTRUCTION OR SPECIFIED FINISHES. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN. SURFACES SHALL BE PATCHED TO MATCH EXISTING SURFACES TO REMAIN IN TEXTURE AND PATTERN IF NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES. EXTERIOR OF BUILDING rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORIDA -- REGISTERED ARCHITECT ROBERT A. GLISSON M AR0015123 JONATHAN S. MOORE ' AR0093150 SEAL SHOWN IS VALID `. ONLY WITH EMBOSSED IMPRINT, ' •�AND SIGNATURE IN RED,,' JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 - 1 5/13/11 1 PERMIT SET Mark I Date I Description SPECIFIC DEMOLITION NOTES AND LEGEND Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD,vwX Drawn By APM L------------- J EXISTING WALL OR CONDITION TO BE REMOVED Checked By is Plot Date: Record Date: Record Date Sheet Title OAPPROX, LOCATION OF DEMOLISHED EXISTING BATHROOMS (DEMOLISHED PRIOR TO THIS SCOPE OF WORK "BY OTHERS"): - GC TO VERIFY ALL ABANDONED WATER LINES AND SANITARY TO BE CAPED DEMOLITION PLAN ABOVE FUTURE CEILING (OR BELOW FUTURE FLOOR) O APPROX. LOCATION OF DEMOLISHED OFFICE: (DEMOLISHED PRIOR TO THIS SCOPE OF WORK "BY OTHERS"): OREMOVE EXISTING CEILING Scale. 1 /4" = 1 i-On O REMOVE EXISTING FLOORING, INCLUDING WALL BASE. PREP FLOOR TO RECEIVE NEW FINISH. Drawing No. A-2,1 \1 5 N 3 I 5 1 4 1 3 1 2 1 1 IV DIMENSIONED FLOOR PLAN SCALE: 1 /4" = 1'-0" rw! z' 11' 1 sg� PROVIDE BLACK -OUT TINT AT ALL WINDOWS TO BE CONCEALED BEHIND WALLS, FLOOR PLAN NOTES/LEGEND: - ALL INTERIOR WALLS TO BE S40 U.O.N. SEE WALL LEGEND ON SHEET A-5.1 01 ALIGN FINISHES — — — — - (1) HR FIRE RATED WALL ----------- LINE OF CEILING ABOVE, U.O.N. ---- DETAIL MARKER Al ROBERT ARO JONATHA ARO rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORILJ ------ REGISTERED ARCHITECT A. GLISSON 015123 N S. MOORE 093150 JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 ' M 'w SEAL SHOWN IS VALID ONLY WITH EMBOSSED IMPRINT •• ^•� ND SIGNATURE IN RED.,' - 1 5/13/11 1 PERMIT SET Mark I Date I Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD.vwx Drawn By APM Checked By is Plot Date: Record Date: Record Date Sheet Title DIMENSIONED FLOOR PLAN Drawing No. SHEET SCALE: 1/4" = 1'-0" III I ' 5 I 4 3 2 1 1 A-5,1 5 DOOR TYPES 4 FRAME TYPES D LL A B A (HM DOOR FRAME) B (WOOD DOOR FRAME) 1/4" CLAMSHELL TRIM. HARDWARE SET DESCRIPTIONS NOTE: NOT ALL DOOR HARDWARE PACKAGES SHOWN MAY BE APPLICABLE TO THIS PROJECT. E-1 A LOCK E-1 B LOCK/CLOS E-1 C PANIC E-1 D PUSH/PULL E-1 E DEADLOCK E-2A LOCK E-213 PANIC 1 E-2C PANIC 2 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 1 - LOCK 1 - LOCK 1 - PANIC DEVICE 1 - DEAD LOCK 1 - LOCK 1 - LOCK 2 - PANIC DEVICE 2 - PANIC DEVICE 1 - PHOLD 1 - CLOSER 1 - PANIC TRIM 1 - PUSH PLATE 1 - PHOLD 2 - FLUSH BOLTS 2 - PANIC TRIM 2 - PANIC TRIM O 1 -SWEEP 1 - PHOLD 1 - CLOSER 1 - PULL PLATE 1 -SWEEP 2 - CLOSERS 1 - FLUSH BOLTS 2 - CLOSERS c � 1 - W'STRIP 1 SWEEP 1 - PHOLD 1 - CLOSER 1 - W'STRIP 1 - PHOLD 1 - LOCK 1 - T'HOLD w 1 - W'STRIP 1 -SWEEP 1 - PHOLD 1 DEADBOLT LOCK 2 - SWEEPS 1 - PHOLD 2 - SWEEPS 1 - W'STRIP 1 -SWEEP 1 - W'STRIP 2 - SWEEPS 1 - W'STRIP 1 - DEAD LOCK 1 - W'STRIP 1 - ASTRAGAL 1 - W'STRIP 1 - ASTRAGAL 1 - ASTRAGAL 2 - LOCKS (OPT) Z-1 A LOCK Z-1 B LOCK/CLOS. Z-1 C PANIC Z-1 D PUSH PULL Z-1 E DEADLOCK Z-1 H PUSH PUSH 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 1 - LOCKSET 1 - LOCKSET 1 - PANIC DEVICE 1 - PUSH PLATE 1 - LOCK 2 - PUSH PLATE 1 -STOP 1 -CLOSER 1 -PANIC TRIM 1 - PULL PLATE 1 - DEADBOLT LOCK 1 - CLOSER 1 -STOP 1 - CLOSER 1 -CLOSER 1 -CLOSER 1 - STOP 1 -STOP 1 -STOP c O Z-2A LOCK Z-213 LOCK/CLOSER Z-2C 1 PANIC Z-2D 2 PANIC Z-2E PUSH PULL Z-2F DOUBLE ACTING c LU z_ 6 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 4 - DOUBLE ACTING 1 - LOCKSET 1 - LOCKSET 1 - PANIC DEVICE 2 - PANIC DEVICES 2 - PUSH PLATES DOOR PIVOT 1 - FLUSH BOLTS 1 - FLUSH BOLTS 1 - PANIC TRIM 2 - PANIC TRIMS 2 - PULL PLATES 4 - PUSH PLATES 2 - STOPS 2 - STOPS 2 - FLUSH BOLTS 2 - CLOSERS 2 - CLOSERS 2 - STOPS 2 - CLOSERS 2 - CLOSERS 2 - STOPS 2 - STOPS 2 - STOPS 2 - LOCKS DOOR NOTES & REMARKS DOOR DIMENSIONING: (THE DOOR SIZE SHALL BE GOVERENED BY THE DOOR SCHEDULE) 1. ALL DOOR IN A FRAMED PARTITION WALL ARE TO BE LOACTED BY ONE OF THE FOLLOWING - A. IF THE DOOR IS LOCATED CLOSE TO ANOTHER WALL AT A RIGHT ANGLE PROVIDE MIN 4" RETURN (TYP). B. THE DOOR IS CENTERED IN A WALL. C. OR AS DIMENSIONED ON THE PLAN. 2. CONTRACTOR TO COORDINATE ALL REQUIRED ROUGH OPENINGS W/ THE DOOR MANUFACTURER B DOOR NOTES: 1. ALL DOORS' TYPE, STYLE & HARDWARE AS SELECTED BY OWNER. CONTRACTOR SHALL COORDINATE ALL HARDWARE & CARD ACCESS REQUIREMENT WITH OWNER. 2. G.C. TO COORDINATE DOOR MANUFACTURERS UNIT DIMENSION WITH REQUIRED ROUGH OPENING. 3. CONTACT ARCHITECT IF THERE IS A DISCREPANCY BETWEEN DOOR SIZE SHOWN AND ACTUAL OPENING. 4. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL DOOR AND FRAME REQUIREMENTS AND INSTALLATION RECOMMENDATIONS. 5. PROVIDE 1/4" LABELED CLEAR TEMPERED GLASS AT NONRATED DOORS, WHEN APPLICABLE 6. PROVIDE LABELED FIRE RATED GLASS WHEN APPLICABLE. 7. ALL INTERIOR DOORS TO BE PREHUNG SOLID CORE WOOD, OR OWNER APPROVED EQUAL. ILA3, E-2D PUSH/PULL 6 - HINGES 1 - DEAD LOCK 2 - PUSH PLATES 2 - PULL PLATES 2 - FLUSH BOLTS 2 - CLOSERS 1-T'HOLD 2 - SWEEPS 1 -W'STRIP 1 - ASTRAGAL SAFETY GLAZING NOTES & REMARKS SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: A) INGRESS AND EGRESS DOORS B) FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS C) DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN OUTLET. D) INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. E) INDIVIDUAL OR OPERABLE PANEL, OTHER THAN THOSE DESCRIBED ABOVE THAT MEETS ALL OF THE FOLLOWING CONDITIONS: l . EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. 2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR 3, TOP EDGE GREATER THAN 36" ABOVE FLOOR 4. ONE OR MORE WALKING SURFACES WITHIN 36" HOR, OF THE PLANE OF THE GLAZING 5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS F) GENERAL CONTRACTOR (G.C.) TO VERIFY REQUIREMENTS FOR TEMPERED GLAZING PER ALL APPLICABLE CODES. G) G.C. TO DETERMINE MINIMUM GLASS THICKNESS PER ALL \BLE CODES H) GLAZING SEALANTS SHALL COMPLY WITH SEALANT AND C. MANUFACTURERS TO SUIT PARTICULAR PROJECT APPLICATION ANDD SURFACES CONTAC i tD. COLOR SHALL MATCH ADJACENT SURFACES. FLAME SPREAD INTERIOR WALL AND CEILNG FINISH REQUIREMENTS Group Vertical exits and exit Exit access corridors Rooms and enclosed passageways (a,b) and other exitways spaces (c) B A B C a.) Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 sq ft of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by section 803.3.1. b.) In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. c.) Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. N minal Size DOOR FRAME FIRE RATING HARDWARE GENERAL c a � a a o o U N } N E O U E cn U Q QE 0C 0 2 O i : ii 0 c/) A SCWD STAIN A HM PT Z-lA D- 101 31011 71011 1 3/4" Swing Simple PASSAGE A SCWD STAIN A HM PT Z-lA D- 103 31011 7'0" 1 3/4" Swing Simple STOREROOM SCWD STAIN A HM PT Z -lA D- 105 31011 71011 1 3/4" SwingA Simple STOREROOM B - STAIN B WOOD PT _ WOOD LOUVERED DOORS WITH "FULL ACCESS" BI-FOLD HARDWARE: D- 106A 4'0" 71011 1 3/4" Bi-fold Bi-part - JOHNSON HARDWARE 1601 SERIES OR SIMILAR A SCWD STAIN A HM PT Z-1 A D- 106B 21011 71011 1 3/4" Swing Simple STOREROOM * * DOOR SERVES AS ACCESS TO REAR OF CPU RACK. SERVICE ONLY A SCWD STAIN A HM PT Z-lA D- 108A 31011 71011 1 3/4" Swing Simple PASSAGE SALVAGED DOOR AND HDWR FROM DEMO DOOR AT D-111 D- 108B 31011 71011 1 3/4" Swing Simple - LOCATION. MODIFY EXIST. FRAME FOR SWING AND HDWR. SCWD STAIN A HM PT Z-lA D- 109 3101171011A 1 3/4" Swin Simple PRIVACY SCWD STAIN A HM PT Z-lA D- 110 31011 71011 1 3/4" SwingA Simple STOREROOM A HM PT A HM PT Z-1 C D- 111 31011 71011 1 3/4" Swing Simple PANIC A SCWD STAIN A HM PT Z-lA D- 112 31011 710" 1 3/411 Swing Simple STOREROOM A SCWD STAIN A HM PT Z-lA D- 113 31011 7'011 1 3/4" Swing Simple STOREROOM SCWD STAIN A HM PT Z-lA D- 114 31011 71011 1 3/4" SwingA Simple PRIVACY A SCWD STAIN A HM PT Z-lA D- 115 3'011 71011 1 3/4" Swing Simple PRIVACY A SCWD STAIN A HM PT Z-lA D- 117 31011 7'0" 1 3/4" Swing Simple PRIVACY SCWD STAIN A HM PT Z-lA D- 119 31011 710" 1 3/411 SwingA Simple PRIVACY A SCWD STAIN A HM PT Z-lA D- 121 31011 71011 1 3/4" Swing Simple PRIVACY A SCWD STAIN A HM PT Z-lA D- 123 31011 7'011 1 3/4" Swing Simple STOREROOM A SCWD STAIN A HM PT Z-lA D- 124 31011 71011 1 3/4" Swina Simple STOREROOM INTERIOR FINISHES LEGEND Room Room Floor Wall Ceiling General FLOOR MATERIALS CT - CERAMIC TILE CPT - CARPET VCT - VINYL COMPOSITE TILE BASE MATERIALS CT - CERAMIC TILE V4 - VINYL BASE, 4" HIGH WALL MATERIALS GWB - GYPSUM BOARD GBX - 5/8" TYPE "X" GYPSUM WALL BOARD MGWB - MOISTURE RESISTANT GYPSUM BOARD CMU - MASONRY WALL AND CEILING FINISHES PT- PAINT CT- CERAMIC TILE CEILING MATERIALS 24 - SUSPENDED ACOUSTICAL CEILING SYSTEM, 2' X 4' MINERAL FIBER PANELS NOTES PAINT ALL EXPOSED STEEL STRUCTURE WITH SEMI GLOSS ALKYD ENAMEL REFER TO INTERIOR ELEVATIONS CLASS A FLAME SPREAD 0-25 CLASS B FLAME SPREAD 26-75 CLASS C FLAME SPREAD 76-200 CLASS D FLAME SPREAD OVER 5 CLASS E FLAME SPREAD OVER 500 INTERIOR FINISH FOR CARPETING MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR CRITICAL RADIANT FLUX. CLASS 1 0.45 WATTS PER SO. CENTIMETER CLASS 2 0.22 WATTS PER SO. CENTIMETER ID Name Finish Base Material Finish Material Finsh Remarks 101 WAITING VCT V4 GWB PT 22 - - 102 RECEPTION CPT V4 GWB PT 22 - - 103 RECORDS CPT V4 GWB PT 22 - _ 104 HALL VCT V4 MGWB/GWB PT 22 - MGWB @ WATER FOUNTAIN LOCATION ONLY 105 OFFICE MANAGER CPT V4 GWB PT 22 - - 106 IT CLOSET VCT V4 GWB PT 24 _ _ 107 NURSE VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 108 BREAKROOM VCT V4 MGWB/GWB PT 22 / GWB - / PT MGWB @ SINK ONLY / GWB @ REFRIG. ONLY 109 TOILET VCT CT MGWB/GWB PT 22 - MGWB AT SINK / TOILET LOCATIONS ONLY 110 JANITOR CLOSET VCT V4 FRP/MGB PT 24 - FRP & MGWB UP TO 4'-0" AFF ONLY 111 HALL VCT V4 GWB PT 22 - _ 112 DR. OFFICE CPT V4 GWB PT 22 - - 113 DR. OFFICE CPT V4 GWB PT 22 - - 114 EXAM 4 VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 115 EXAM 3 VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 116 HALL VCT V4 GWB -PT 22 - _ 117 EXAM 2 VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 118 VITALS VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 119 EXAM 1 VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 120 LAB VCT V4 MGWB/GWB PT 22 - MGWB AT SINK LOCATION ONLY 121 TOILET VCT CT MGWB/GWB PT 22 - MGWB AT SINK / TOILET LOCATIONS ONLY 122 HALL VCT V4 GWB PT 22 - - 123 MEDICAL CLOSET VCT V4 GWB PT 22 - _ 124 CLOSET VCT V4 GWB PT 22 - - PARTITION REFER TO SEND TAL FRAMING OUS SEALANT BEAD ES METAL FRAME 1OOR REFER TO ;HEDULE WOOD DOOR REFER TO DOOR SCHEDULE AMING PARTITION REFER LEGEND IOUs SEALANT BEAD ES ATTACHMENT- BY FRAME MANUFACTURER CORE WOOD DOOR DW METAL FRAME VD ED FLOOR REFER TO ROOM FINISH SCHEDULE y: aw.::w rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORIDA I - REGISTERED ARCHITECT -- ROBERT A. GLISSON AR0015123 JONATHAN S. MOORE AR0093150 , •, SEAL SHOWN IS VALID ,• ONLY WITH EMBOSSED IMPRINT, - AND SIGNATURE IN RED,.' JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 - I 5/13/11 I PERMIT SET Mark I Date I Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004_CD.ywX Drawn By APM Checked By JS Plot Date: Record Date: Record Date Sheet Title Drawing No. DOOR & ROOM FINISH SCHEDULES SHEET SCALE: NTS 0 HEAD: INTERIOR DOOR @ FRAME WALL Scale: 3" = 1'-0" 3 JAMB: INTERIOR DOOR @ FRAME WALL Scale: 3" = 1'-0" THRESHOLD: INTERIOR DOOR Scale: 3" = 1'-0" A-6.1 5 3 2 1" ID IC 1'-3" 1'-0" 1'-0" 1'-0" I'-O" I/Y" t t L v 7 , P-3 1/2" o CV �..�.. 1/2" P-3" 1'-3" 1'-6" l'-6" 1' b" 1' b" 1 /2 8'-7" (VERIFY) CABINETRY ELEVATION: NURSES STATION Scale: 1/2" = 1'-0" 2'-1" COUNTERTOP: 1" OVERHANG @ FRONT (FLUSH @ SIDES) - 4" BACKSPLASH - LAMINATE PER OWNER SELECTION N OUNTERTOP SUPPORT BRACKETS. N MANUFACTURER TO SUBMIT SAMPLES. END SUPPORT PANEL: - LAMINATE OVER, - (2) LAYERS 3/4" PLYWOOD ANCHORED TO FLOOR AND WALL UPPER CABINETS: 18" DEEP LAMINATE PER OWNER SELECTION - PULLS PER OWNER SELECTION CONCEALED HINGES �SINK: - SEE PLUMBING DWGS OUNTERTOP; - 1" OVERHANG @ FRONT - 4" BACKSPLASH - LAMINATE PER OWNER SELECTION LOWER CABINETS: - 24" DEEP - LAMINATE PER OWNER SELECTION - PULLS PER OWNER SELECTION - CONCEALED HINGES 4" RECESSED KICK - TYP. MONITOR (BY hOTH CABINETRY SECTION: LAB COUNTER 91, / - Scale: 1/2" = P-0" 4A / A-10.1 �C? N CV 3'-0" 2'-0" l'-3" I P-3" I 1'-6" P-6" 1 P-6" I 1'-6" ll,-.1 /2" 1 /2"-�J 1'-3" 1 1'-3" 1 l'-6" 1 1'-6" 1. 1'-6" 1, 1'-6" [L, 1 /2" UPPER CABINETS: 18" DEEP LAMINATE PER OWNER SELECTION - PULLS PER OWNER SELECTION - CONCEALED HINGES SINK: SEE PLUMBING DWGS BASIS OF DESIGN: ADVANCE TABCO DI-1-5 -MONITOR (BY OTHERS): - MOUNT ON ARTICULATING ARM. - PROVIDE BLOCKING FOR MOUNTING OF ARM. - GC TO PROVIDE GROMMET IN BASE OF CABINET ABOVE FOR CABLE ROUTING. - GC TO PROVIDE OUTLET WITHIN CABINET ABOVE FOR COMPUTER EQUIPMENT. -COUNTERTOP: - 1" OVERHANG @ FRONT AND SIDE 4" BACKSPLASH - LAMINATE PER OWNER SELECTION •1" RADIUS ROUNDED CORNER -WRITING COUNTERTOP: - FRONT EDGE FLUSH W/ FACE OF ADJ. BASE CABINET - NO BACKSPLASH - LAMINATE PER OWNER SELECTION •6" RADIUS ROUNDED CORNER •1 X4 LINTEL @ WALL W/ LAMINATE -PULL OUT KEYBOARD AND MOUSE TRAY (BY OTHERS). TRAY ARM TO ARTICULATE IN ALL AXIS. LOWER CABINETS: 24" DEEP - LAMINATE PER OWNER SELECTION PULLS PER OWNER SELECTION - CONCEALED HINGES -4" RECESSED KICK - TYP. ABINETS: =P ATE PER OWNER TION DER OWNER TION EALED HINGES RTOP: RHANG @ FRONT :KSPLASH ATE PER OWNER SELECTION ABINETS: EP ATE PER OWNER SELECTION 'ER OWNER SELECTION EALED HINGES 3SED KICK - TYP. CABINETRY ELEVATION: NURSES STATION Scale: 1/2" = 1'-0" 1'-3" P-3" ABINETS: _EP DATE PER OWNER ;TION PER OWNER ;TION :EALED HINGES US ROUNDED R UMBING DWGS ERTOP: ERHANG AT FRONT @ SIDES KSPLASH DATE PER IER SELECTION CABINETS: =EP DATE PER OWNER :TION PER OWNER TION EALED HINGES SSED KICK - TYP I I I I I I I 2B I I A-10.1 q II II I I I I = I I I RECEPTION L.L'-1— r I 2CLU 102 c = 1 I I I J A-10.1 � i I i I 1C 2C I I I I I A-10.1 A-10.1 I I o I ` --- ----------------------a I I I I I I I I I 15" 4" 5" LO -------- — — — — — — — — — I L------- -- — 2D CABINETRY PLAN: RECEPTION 2'-2" 2'A" J0.1 Scale: Actual Size 1' 9" a6" 2'-10" 9'-1" (VERIFY) 2'-1 " OUNTERTOP: - LAMINATE PER OWNER SELECTION OUNTERTOP: P-2„ - 1" OVERHANG @ FRONT (FLUSH @ SIDES) 5' 4" 5" - 4" BACKSPLASH - LAMINATE PER OWNER SELECTION 0 Nco COUNTERTOP SUPPORT BRACKETS. N MANUFACTURER TO SUBMIT SAMPLES. CABINETRY SECTION: RECEPTION COUNTER Scale: 1/2" = P-0" 5" 1 4" 5" 0 N 16 N COUNTERTOP: - LAMINATE PER OWNER SELECTION COUNTERTOP: - I" OVERHANG @ FRONT (FLUSH @ SIDES) - 4" BACKSPLASH - LAMINATE PER OWNER SELECTION COUNTERTOP SUPPORT BRACKETS. MANUFACTURER TO SUBMIT SAMPLES. CABINETRY SECTION: RECEPTION COUNTER Scale: 1/2" = 1'-0" P-2" 5"14"15' 2'-1" 14 U c LU COUNTERTOP: - LAMINATE PER OWNER SELECTION COUNTERTOP: - 1" OVERHANG @ FRONT (FLUSH @ SIDES) - 4" BACKSPLASH - LAMINATE PER OWNER SELECTION COUNTERTOP SUPPORT BRACKETS. MANUFACTURER TO SUBMIT SAMPLES. CABINETRY SECTION: RECEPTION COUNTER Scale: 1/2" = l'-0" IN rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORIDA REGISTERED ARCHITECT ',I 1 ROBERT A. GLISSON AR0015123 ; JONATHAN S. MOORE AR0093150 SEA[ JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 5/ 13/ 11 PERMIT SET Mark Date Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD.vwx Drawn By APM Checked By JS Plot Date: Record Date: Record Date Sheet Title CABINETRY DETAILS SHEET SCALE: 1/2" = 1'-011 Drawing No. CABINETRY PLAN: TYP. EXAM ROOM CABINETRY ELEVATION: TYP. EXAM ROOM CABINETRY ELEVATION: VITALS Scale: 1/2" = 1'-0" A-10.1 Scale: 1 /2" = P-0" A-10.1 Scale: 1/2" = 1'-0" 5 4 3 2 1 A-] 0, 1 5 1 4 3 1 2 1 1 AIV rm Ic 1� 5 1 4 EXTERIOR OF EXTERIOR OF BUILDING ;7 BUILDING 36 REFLECTED CEILING PLAN J21 SCALE: 1 /4" = 1'-0" Z A SYMBOL LEGEND SYMBOL DESCRIPTION O 8" RECESSED COMPACT FLOURESCENT DOWNLIGHT 2' x 4' FLUORESCENT 0 6" x 3' FLUORESCENT El2' x 2' FLUORESCENT N EXIT LIGHT BATTERY EMERGENCY LIGHT COMBINATION EXIT LIGHT AN BATTERY EMERGENCY LIGHT ® HVAC SUPPLY GRILL HVAC RETURN GRILL CEILING PLAN NOTES NOTES: - ALL CEILINGS AT 8'-10" AFF UNLESS NOTED OTHERWISE - ALL CEILING GRIDS CENTERED WITHIN ROOMS UNLESS NOTED OTHERWISE. - NOT ALL SYMBOLS MAY BE USED. 1 rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORIDA I Z. ---- REGISTERED ARCHITECT ROBERT A. GLISSON AR0015123 JONATHAN S. MOORE AR0093150 �• SEAL SH N VALID �• ONLY WITH EMBOSSED IMPRINT f� •�AND SIGNATURE IN RED,,' JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 - 1 5/13/11 I PERMIT SET Mark I Date I Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD.vwx Drawn By APM Checked By is Plot Date: Record Date: Record Date Sheet Title REFLECTED CEILING PLAN Drawing No. Scale; 1 /4" = 1'-0" A-12,1 1 �WslPIIIL"1W�11�PI �•IA•�.>� naasl�'t•!t!®!_®9BN1�l1lANaNl9S N4lfl �11�!$®®. lnS9 R�lNe dil.R71 �•7 R" . 1T-I!_ L 1'lsln¢1A<AgIBA�Ae la• �rMNN B$'R .• fe, 1! I,!<.RItR 1 fAlaSl610p'14 .I '•'1 ,4'ILGU I l• Iff W' I• Aln , n RI'lMIS, _ 5 4 3 2 1 INGERSOL RAND STEEL DOORS - SINGLE SWING DOOR I� MIAMND MIAMI-DADE COUNTY, FLORIDA am METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCD) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com Ingersoll-Rand 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control other than Miami Dade County) reserve the right to Division In Miami Dade County)and/or the AHJ in areas o ( tY) g have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately product a within their jurisdiction. BORA reserves the right revoke modify,or suspend the .use of such uc or material J � P P County Product Control Division that this product or to revoke this acceptance, if it is determined by Miami -Dade Co ty p material fails to meet the requirements of the applicable building code. m 1 with the Florida Building Code This product is approved as•described herein and has been designed to co PT PPr > gn comply g , including the High Velocity Hurricane Zone. DESCRIPTION: IR Series L164 Single Outswing Commercial Steel Doors w/Panic Exit Devices -Impact APPROVAL DOCUMENT: Drawing No "776W", titled "L-16-4 4080 Single (outswing)", sheets 1 through 8 of 8, dated 02-01-02 and last revised on 02-03-08, prepared by the manufacturer, signed and sealed by Thomas Gordon, P.E., beating the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Approved", unless otherwise noted herein. followingstatement: "Miami -Dade CountyProduct Control RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecfing the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0712.03 and consists of this page 1 and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08-0115.02 MIAt174t0ADECID N1.. Expiration Date: March 20, 2013 1� Approval Date: February 28, 2008 Page 1 I` SECTION B-B RIM PANIC DEVICE VON DUPRIN 98/99 SHOWN OPTIONS: VON DUPRIN 58 SERIES MONARCH 1 - 8 R SERIES Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "776W", titled "L-16-4 4080 Single (outswing)", sheets 1 through 8 of 8, dated 02-01-02 and last revised on 02-03-08, prepared by the manufacturer, signed and sealed by Thomas Gordon, P.E. B. TESTS (Photo copies from files # 02-0712.03), original test report conducted per SFBC, 201, 202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94. 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per PA 202-94 alongwith manufacturer's arts and section drawings marked b Certified Testing Lab Test 0 Y g , P Report No. CTLA- 76W & TLA-776Wl,prepaz ed by Certified Testing Laboratory , Architectural Division, dated February 20 00 d April 25 2002 respectively and revised b Ar n 2 2 and P Y Y P addendum 1 m otter December 17, 2002, signed and sealed by Ramesh Patel P.E. 2. Additional test report No. CTLA-1035W-2 dated Februa ll 2003 er TAS 202-94 reP rY P (Structural only), issued by Certified Tesing Lab, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1.Statement li tion re report per FBC 2004 of compliance &anchor verification evaluation p p , dated 06-09-2006, signed &sealed by Thomas Gordon., P.E. 2. Anchor calculations prepared by Product & Technology Corporation., dated 06-19-02, signed and sealed by Manuel Martinez, P. E. (Photo copies for reference only from file # 02- 0712.03) D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # 02-0712.03) TL - 2 prepared b CTL Architectural 1. Tensile test report # C A 776W 0194H dtd 02/25/0 r P ( ). P eP Y Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E. 2. Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84 OOa and self Ignition per ASTM1929D for "Elfoam H2O0", issued to Elliott Co. of lndianapolis Inc. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 04, 2008, signed and sealed by Gordon Thomas, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA776W & 776-W 1, signed and sealed by Ramesh Patel, P.E. F. OTHER 1. This NOA renews NOA # 02-0712.03, expiring March 20, 2008. 2. Test proposal 01-0131, dated August 03, 2001 approved by BCCD. 3. IR Schlage D-Lock brochure / catalog supplied by manufacturer. 15I4�1 � . U,,-K ., Ishaq I Chanda, P.E. Product Control Examiner NOA No 08-0115.02 Expiration Date: March 20, 2013 Approval Date: February 29, 2008 E-1 CONCRETE LINTEL LEE NOTE 6.) 2" MIN R E V I S 1 0 N S S 4" MAX, LTR DESCRIPTION DATE APPROVED EE NOTE 5. A APPROVAL OWGS. 02.01.02 LOCKSIDE B REVISED PER DC BCCO YMF 1121207 REINFORCING 'r CHANNEL C REV)SED PER DC BCCD YMF 01.29.D3 1 1 HOUSING COVER LATCH BOLT • • ® 575 STRIKE 4X 25 SEX BOLTS DEVIC THRU BOLTED 0 A , (STAINLESS STEEL) EXTERIOR WITH #10-24 MACHINE o SIDE ® SCREWS (OPTIONAL) O9 (2) 012-24 55 iy-120 KSi DAUX. LATCH SEE SHEET 5. T FOR SILL INSTALLATION 1 SHEET 5. CROS SBAR r7 SILL INSTALLATION • 4 7/8" I I II - EXTERIOR VON DUPRIN 8875 MORTISE CENTERCASE u 575 STRIKE SIDE "I 1 1/4" PRODUCT RII NOTES: a.s complying with t SECTION B-BSEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE. • Code htg 2. MORTISE PANIC DEVICE EE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING VON DUPRIN 9975 SHOWN Asceptance No-0//S'•RY EMENTS AND LOCATIONS. OPTIONS: lEgplElBdon Dttte.NIr22Fi FlS42HT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS VON DUPRIN 8875 SERIES - S1�ECIFICATIONS. MONARCH 18-M SERIES 5 4. PPROVED HARDWARE INSTALLATION IS PER - FACTURER'S INSTRUCTIONS. 'HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S Division GiiOUTED NTH CONCRETE. 8. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST COMPLY ® SEE SHEET 5. WITH APPROVED DESIGN PRESSURE RATING. NET DOOR HEIGHT - 2.063" O \12 ga. LOCKSIDE REINFORCING CHANNEL ® FOR SILL INSTALLATION M SECgSEC]Qy�,e-B-B 1.88" 3-POINT LATCHING DEVICE VON DUPRIN 9957 SHOWN OPTION: VON DUPRIN 9857/9957 SERIES TYPICAL FRAME iiiiD RADIUS 3.50" PROFILE / LINGERS❑LL-RAND C❑MPANY. 4.00" 1 STEELCRAFT MFG. ,ry OPTIONAL FOR HEAD 1 �- Not] •W.AM, Md. CY, i,rall Ohio 45242 SECTION (SEE NOTE 5.) TM� ANGLE PROJUM ECTION n 2 00" MIN. NF "AR IR EXIT HEARDWAOF REE DOOR AND FRAME 4080 SINGLE DOORS .yU01 1.94 i---I� 1.s6" 7764 SHEET 3 OF 8 C DOOR SIDE MIN. APPII sc NTS AUTOCAD AVAILABLE DOOR CONFIGURATIONS TARIF 1- (SEE NOTE 1.) DOOR SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL PER SHT.7 WIDTH HEIGHT DESCR. GA, IN. THK L HONEYCOMB POLYSTYRENE 4'0" 8 0" CRS 16/.053" POLYURETHANE GALV 14/.067" B STEEL STIFFENED 4'0' 810" CRS 16/.053" GALV 14/.067" SL HONEYCOMB POLYSTYRENE 4'0" 8'0" STAINLESS 16/.053" POLYURETHANE STEEL T MINERAL FIBER 4'0" 810. CRS 16/.053" GALV 14/.067" CE POLYSTYRENE/ 3'8" 7'0' GALV 16/.053" HONEYCOMB 3'0" 8'0" AVAILABLE FRAME CONFIGURATIONS TARI F 9 (SEE NOTE 2.) FRAME SERIES JAMB DEPTH MAXIMUM DOOR OPENING SIZE MATERIAL WIDTH I HEIGHT DESCR. GA. MIN. THK CRS/HRS 16/.053" F 5.75" 4'0" 8'0" GALV 14/.067" 12/.099" MIN. STAINLESS 16/.053" STEEL MU MAN" 4'0" 8'0" CRS/HRS GALV 14/-067" TABLE 3, CRS ASTM AIODS HRS ASTM A1011 GALV: ASO ASTM A924 STL: 304,306 ASTM A240 R E V I S I❑ N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG B REVISED PER DC BCCD YMF 12.12.02 C REVISED PER DC BCCD YMF 0t,2S,03 299-F TOP STRIKE �'N•' J MOUNTED WITHINE CREW 4x /323 SEXBOLTS (MOUNTED ON OPOSITE DOOR FACE) YYY MACHINE SCREWS Fy 120 KSi FASTENS TOP AND BOTTOMMACHINE LATCHES TO DOOR (MOUNTED M1TH 1/4-20 MACHINE SCREWS) TOP LATCH MECHANISM CASE 4. r25 SEX BOLTS TOP Rao (DEVICE THRU BOLTED WITH �1D-24 MACHINE SCREWS) (OPTIONAL) 4x #325 SEXBOLTS BSI-F STRIKE (MOUNTED ON OPOSITE DOOR FACE) STAINLESS MACHINE STEEL) FASTENS TOP AND BOTTOM " MACHINE WITH SCREWS LATCHES TO DOOR I70-24 STAINLESS (MOUNTED WITH 1/4-20 MACHINE SCREWS) Fy min - 120 KSi 299-F TOP STRIKE ,y. CENTERCASE MOUNTED IN /10-24 KSI 31 2 1/2' `►'IYWT"IJ}iErA MACHINE SCREWS BOTTOM ROD Fy MIN.-120 KSI TOP LATCH ~ I I/2' MECHANISM CASETOP ROD 304L BOTTOM STRIKE A CENTERCASE GROUTED INTO FLOIIOR�IR BOTTOM LATCH DEVICE CENTERCASE THRUBOLTED To TO EXTERIOR TRIM PUSHBAR W1TOHr I41 /1d VON DUPRIN 9957 3-POINT SURFACE VERTICAL ROD 312 1/2' MA(DHI SC-24 Fy MIN..120 KSi PRODUCT RENEWED as complying with the Fiends - I Lim, 1301dLng Cale 299-F STRIKE BOTTOM ROD ActeptanceNo 0!!�•�� 304L BOTTOM STRIKE A u/ /Z GROUTED INTO FLOOR Expiration Date BOTTOM LATCH NOTES • - VON DUPRIN 9927 SURFACE VERTICAL ROD 1Ditridon 1 • DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS - 1 3/4" 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SEND RADIUS SURFACE MODELS (SEE TABLE.1) INGB�S U-RAID COMPANY 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS ALLOWED PER THIS APPROVAL -� STEELCRtFrRVWa 9017 MW Ax RX CW=hw a ONO 45242 2. FRAME CONSTRUCTION THIRD ANCLE PROJECTRIN T1 MN ➢DOR AND FRAME 1,1. MINIMUM JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8" NF IA.I CONFIGURATIONS 2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MOLT -USE AND MATERIAL SPECS. (MU -SERIES) (SEE TABLE.2) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. APPVL 776W SHEET 6 OF 8 C S`A`a' NTS AUTDCAD "m.unvm 1 u1 OI,[ Wlm = LO,DUU i'JI I I I 1 I\ 1 � 14 njJ I ! � I�\ t10.NIOD 9i I ' M1X IS 1 ri - ia' N NTTN B oUrSVDIG MOR WITH RIN PANIC (INTERIOR VIEW DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT is NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOI NEEDED POSITIVE NOT APPROVED + 70 PSF NEGATIVE NOT APPROVED - 70 PSF ACO' MAX. e r s¢ MOTE B. 97750 - E � HNHGE e (SEE NOTE 3.) - E or xINGE I I I -1 Fc• Eormw I I E7o.• I I I -® 5. or New OR HAM 1272 HINGES imp t E L WITH 3uTSMf LATCH PM ANTERIOR VIEW) I SIZE 14' MIN. STL 'a A ;.a tt[-2a Ms SEE SHEET a 1 47.66' X 93.6' MAX .100- ALUM. 6063 TB I AO' X ILSO" X 36' MAX. SECTION A -A "` SECTION A -A - �a �y i•:• ,••a �-� '•ems ;••yam: • '•tea 'a•. as :=: •i• III (A) POLYSTYRENE (B) POLYURETHANE EXPANDED POLYSTYRENE FOAM ELFOAM H2O0 DENSITY: L GRAD 54 AN 20 BS CUFT ES D 86 DENSITY: 1.0 LB/CUFT SECTION A -A SECTION A -A OF HINGE OF HINGE NHE Or mm W om SEC DETAIL E OF HD•E tr HBIGE or RIM R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWGS. 0201.02 '' REVISED PER DC BCCD YMF 12.09.02 REVISED PER Be BCCD YMF 0126A3 I f - f OIITSVDir DOOR VITH NMTME PANIC ANTERIOR VIEW) NOTES: PRODUCT RENEWED 1. TWO ROW OF PS074 WEATHERSTRIPPING PER AUKS AND HEAD. INSTALL PER SNL10 as complying with the Florida a ANa m t¢Ouno aiTS: Bstding Code a N!"SM t "NgiORS 4Atceptance No 6$-0/!9•O2.- FOR DOW OPENNG UP To re' Hm - MN! (3) HIRIM 1- DOOM OPEN INC, rr - a'0' HIM - Nn (4) NINES 1111311tradon Date /IAA 2jl3 1DCAIRM N.75• fKM RASBEr I HEAD To CL OF TOP HINGE 1 +�3 ` • LG a LA "- tO.3a' FROM MOR TO CL OF aOrMN NINM ENIIALLY SPACED N( KrAEDL SIM a FOR AYADA= 4. SEE"OMN� Y� Miami Dade Pra3aM CORt O STANDARD 4NM a= AM WOMMATICNS. a HAOVAL 47M AS PER MANrAcToRaI'6 mynuccram eQ'. Division S. 4' FACE NEW IS AVAILABLE WHEN nWa is GROUTEDvm coNCREIL 7. APPLY CAULK AS NEWED. Am WOOD!; Q INGERSOLL-RAND COMPANY '-�- STEELCRAFT MFG. 7IBNN AN" PRO.RTIOI 11A17 WWMLH RA CLRVWA• ONO 4311Q NF •�■ WITH IR PANIC EEXITEH(ARRDWARE�) VEN lD4 J 776W SHEET 1 (IF 8 C - NTS AUTOCAD R E V I S 1 0 N S LTR DESCRIPTION DATE APPROVED A RELEASE TO SHOP 8 REVISED PER DC BCCD YMF 12.09.02 C REVISED PER DC BCCD YMF 01.29.03 PRODUCTRENEWED ss complying with the Fla,)& B"09 Code A10-1111ance Now D//5 A2 4X /j425 SEX BOLTS EaP ution D)Ete AA/I / (DEVICE THRU BOLTED 'NTH G O0-24 LACHINE SCREWS r#"iG1� UX. LATCH 268 STRIKE STAINLESS STEEL) MOUNTED WITH #10-24 SS STAIHINENLS 0 11V11 MACESSCREWS Fy=120 KSI CROSSBAR LATCH BOLT 1 `'CENTERCASE C- (C) STEEL STIFFENED HAT SHAPED SECTIONS 20 GA. 3 3/4" I 268 STRIKE MIN. WELDED 6" O.C. TO INSIDE OF FACE SHEETS. HAT SHAPED L1 STIFFENERS TO BE WELDED TOGETHER 1/4" VON DUPRIN 88-F RIM AT TOP AND BOTTOM DETAIL A NOTE: CORE MATERIAL SHOWN .840" �--1 75" WITHOUT HARDWARE REINFORCEME SPOTWELOED A A 1 6�6 - - - - 006 (D) HONEYCOMB (E) TEMPERATURE RISE CORE KRAFT PAPER. 1.2" CELL SIZE MINERAL AND FIBER BOARD DENSITY: 17 t 1.5 LBS/CUFT DOOR WIDTH STIFFENERS 22 ,20 3 24 ,26 4 2 10 ,30 5 32',34 6 8 ,310 ,40 7 RADX ©® INGERS❑LL-RAND COMPANY STEELCRAFT MFG, 9017 BWM Rd. ChG l MI* 0242 ANGLE PRaECOCN n A DADE COUNTY TEST UNIT •/ CORE MATERIALS OPTIONS a T 776W SHEET 4 OF 8 0 ~ G NTS I AUTOCAD R E V I S I O N S BENT TABS �TO SECURE ASSEMBLY LTR DESCRIPTION DATE APPROVED A RELEASE TO SHOP B REVISED PER DC BCCD YMF 12.09.02 1 G C REVISED PER DC SCCO YMF 01.29.03 P ,L Fy.G I E is PG ` A FPG� HOUSING COVER LATCH BOLT 0 575 STRIKE q (STAINLESS STEEL) WELDED WELDED 4X #425 SEX BOLTS (DEVICE THRU BOLTED WITH #12-24 SS #10-24 MACHINE SCREWS) Fy MIN=120 KSI 'KO' 'SUA' (OPTIONAL) AUX. LATCH "KNOCKED -DOWN" SET-UP AND ARC -WELDED MECHANISM CASE ASSEMBLY ASSEMBLY a T- 4 7/8" 12 GA CLIP PUSHBAR I- WELDED TO HEAD O 1 1/4" -•� �-• 575 STRIKE CENTER CASE COVER 4 CENTERCASE WELDED WELDED HEAD ANCHOR" •• TOP OF JAMB VON DUPRIN 9975 MORTISE DEVICE HEAD NOTCHED HEAD SITS ON TOP TOP OF JAMB AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS HEAD NOTCHED HEAD NOTCHED PROD ICT RENEWED AND BOLTED ON TOP OF JAMBS AND BOLTED BETWEEN JAMBS as torn JYiRg with the Florist Bailin Code 2" ce No O -Oy! S'o 2 HEAD 2° #8 X 5/8 TRUSS w1lrsl�Batc`/Uf/t �" � MIN. 2' MIN. MIN. r HEAD SMS ��A. 3 4" 1M-AX. - 1.94" 0 625" 5.75" 5.75"" BEND RADIUS MIN. VARY MIN. ( ING6r-P(X L-RAND COMPANY WEATHERSTRIPPING DETAIL ICAL- I - 57W�ia I 9017 BWWh Rd. Chcimwn Ohio 45242 VARY (EXCEPM WHEN SPECIFIED) I 2 QED THRD ANIAE PROJEcnON TITLE DAN COUNTY 0.625" 0.625" --•1 I--- 'MU' 'y'i Uj�, NF D°i'V6/0Y CORNER DETAILS AND F�STMERq�E AND MU ATTACHMENT 'MULTI-USE" SERIES.,`(IO7 •v ES HINGE JAMB STRIKE JAMB ASSEMBLY 776W SHEET 7 OF 8 C ENa NTS AUTOCAD 52' MAX. SHIM AS NEEDED R E V I S I O N S 2.00" I I 11 �.25" MAX SEE SHT.S LTR DESCRIPTION DATE APPROVED v:.'.. A APPROVAL DWGS. 01.30.02 .',,. +•...: ..:.: ::.:: li..:.:, r.,.:.'c::.' ':..:::: r.. ,.•.. .. B REVISED PER OC BCCO YMF 12.09.02 n':. .:.... ';'•:'•:._' •. .�..Jr.}rr::°: :;:: .::::.e::::.:'.r:.a ..St:'i::.>:: ;',; C REVISED PER DC BCCD YMF Ot.29.03 ... , ::':.!'.:.:•:::A:::::: T. :..i�i•rir:: ••r::.:, :.y:.rri:(':r:':: LATCH BOLT ...... HOUSING COVER 0.234" 5 . 6 7 1279 STRIKE CONCRETE 2 SEE SHEET 5 FOR 0 (STAINLESS STEEL) BLOCK WALL SECTION A -A 9 3 ANCHORING OPTIONS FRAME TO BE GROUTED MORTISE PANIC DEVICE. VON DUPRIN 9975 SHOWN AND INSTALLATION q FOR MASONRY ANCHOR OPTIONS: VON DUPRIN 9975 AND 8875 SERIES 9 MECHANISM CASE MONARCH - 18 M SERI ES ES CENTERCASE ° (2) #12-24 SS Fy=120 KSi 4 .... 4 'x.... 404'4i , T TOUCHBAR -i-- i MONARCH 18-M MORTISE 1 .. 1279 STRIKE 5 fi FRAME TO BE GROUTED 1.23" SECTION A -A 7 8 SEE SHEET 5 FOR NOTES• FOR MASONRY ANCHOR RIM PANIC DEVICE. VON DUPRIN 98/99 SHOWN ANCHORING OPTIONS 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE / AND INSTALLATION 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS OPTIONS: VON DUPRIN 98/99 AND 88 SERIES y 3. SEE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING MONARCH 18-R SERIES SYSTEM. 4. SEE SHT. 6 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS. 5. APPROVED HARDWARE INSTALLATION IS PER a. i '... ..'::ri"r?:ii d MANUFACTURER'S INSTRUCTIONS. •l:1Cl: :,:q'rl":'.. FRAME TO BE GROUTED 1.23" SECTION A -A 7 8 ASEE SHEET 5 FOR NCHORING OPTIONS FOR MASONRY ANCHOR 3-POINT LATCHING DEVICE. VON DUPRIN 9957 SHOWN OPTION: VON DUPRIN 9857/9957 SERIES AND ANCHORING ` LJ 1.23' 0.25" I BEND RADIUS 0.31" •045 WIRE 0 / 80 • 1.7s" 0.5o HINGE SPACER ANGLEPI 9.19" 9.19' 4.34" �'`� NF R 0.1 5' l f1 2 7 GA. !i DOOR HINGE FRAME INSIDE REINFORCEMENT REINFORCEMENT 1r 0.75' t9m MARE MAc_ONRY ANC++OR © MOOD STUD ANCHOR INTO GROUT FILLED FRAME AND BLOCKW N• ALL MAX a4 2. u' o.C, 4' X a' DOORS MAX TIP. 'Y•F ANCHOR 2e O.C. MAX REFER TD le SILL INSTALLAnOI DETAIL 1•" r n.a• D.a MAX 17.5 aC. MAX O.MAX 4' X a' DOORS 17: E or ANCHOR } TMP' 17.6" a0. MAX REFI•A ro T.T.M G SILL NSTAUATION DETAIL.1 © STEEL STUD ANCHOR W' �- SMAX. T x ac. MAX 21'�a MAX. 4' X t DOOMS 21' as E OF ANCHOR MAX Tw. 21 D.a RffER TO MAX RHSTAILARON DETAILL-L WIRE MASONRY ANCHOR GROUT FILLED MAX, MAX WOOD STUD ANCHOR STEEL STUD ANCHOR .iii:,i,:i?i:t':;):is:'i:':i"' •.'! (LOCK -IN OR WELD -IN) WELD -IN OR LOCK -IN 012 SMS ... ...:.:'::'.ir. i:../1''I�''{([yJ�IQ��'���'y`,'ID}tI�AI�''�✓)I�II (2) PER ANCHOR F WN..3a K .. :.:r::•:::.:.... :.. ..:::I. FY No N41 ., O W.. ANCHOR WJ/ta' pHr BA51C MMROUiE MASONRY BLOCK WALLS O 3 5.19" X 9.56' Fy WN..50 K51 SH /45)UK O WOOD STUD WALLS 4 r X 1-3/4• STEEL STUD WALLS AL SEE NOTE 1. on A1 PER SEE NOTE 1. F N - xXXJ u H _ XISTI C LA RY A C OR (DEA) F xl NOR -STIN - MAe,VRRY OR fFL•p) D INTO CONCRETE WALL OR CMU aW1TH LAG BOLT INTO W000 STUD WALL 1/4' X 1-3/4' luAX tea" TAPCON DR 3 WA a 0.00' SEE SHT.1 NOTE 7. 21 as T.s: MAX n X xAX 21• D.O. .(.. OF ANCHOR MAX z1• o.c. MAX FIFI.NsTALLATioN oL7A1L� T +2a' aGKAX � 12.5' X NL 125' CAIa V X 5' DOORS,24. O�GMAX I25' aCMAX. E OF AN04OR dC. TIP. 125 x. -I"-- IYPA ro LL INsrAKunw oEVrAai N14 X 1-3/4' WOOD SCREW ' ATERiOn' (4) PLA CES IN e7s MN 1 EXTERMI 2 A50' Tw. SOUL INSTALLATION grCALW) 7SMWOR MAX MAX. LOCK -IN Iljll I� WELD -IN LOCK -IN �I'�{�I� U'�1yul JI lV � WELD -IN Y 3• i O '.t '. O jjI - I THIRD MILE ', .. `: '•" 'i, t DRAWN DATE NF o1nK CONCRETE OR GROJ 3/0 X 5' W/2• Mk EYBEDIOIT SNM SPAfiJ � XSr R/]• MIN. ENIMT NT T FILLED CLWI NLOO( W.W. BAWL (LOCIM T) I" VAX. RED HEAD (S%VE ANCHOR) D REDHEAD SEE NOTHEAD (WEJ-IT ANCHOR) WOOD STUD WALLS ' E t. I ENa APPVL PRO DUCT UCT RENEWED Bs complying with the Fie rWa Balding Code d1REptaaceNoO c// OL 9>f b"On �e ,�, z-v Zo/ 3 Bpi sX.- C�-•,•.ice © INGERS❑LL-RAND COMPANY' ® STEELCRAFT MFG, 9017 SWAM Rd. Cb,ek-U Ohb 4WA2 CROSS SECTION OF DOOR AND FRAME IR EXIT HARDWARE 4080 SINGLE DOORS 7764 SHEET 2 OF g 0 NTS AUTOCAD _ R E V I S I❑ N S DESCRIPTION DATE APPROVED revised per ➢C BCCO yr,f 1212A2 _ PER REVISED P DC H _ CCO YMF 01.29. 03 REVISED PER ➢C BCCO YMF 102.19.03 PRODUCT RENEWED ascouplying with the Florid! wing Code ALIDE�IInee No o�-O!/ G Z lr.+�Dtttit>o Date �G7.o /3 NOTES: t, WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL -STUD WALLS MUST BE DESIGNED TO CARRY AT LEAST 320 #/% LOAD, AND SHOULD BE VERIFIED BY THE APPROPRIATE OFFICIAL. 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS UMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 1NULKJ,ULL-HAND COMPANY STEELCRAFT MFG. 9O] 2W.AI0, Rd. R,G -V Wp 45242 ANCHOR DETAILS / MOUNTING CONDITIONS FLU- ,n 776W SHEET 5 OF 8 ?n R E V I S I❑ N S 3.91 --}- 11.25 -1 17.3 --1--- 11.25 -1- 3.91 SEE NOTE 1 LTR DESCRIPTION DATE APPROVED - - A RELEASE TO SHOP V PART • IADTs B REVISED PER DC BCCO YMF 12,09.02 RIGID SECTION C REVISED PER DC BCCD YMF 01.29.03 EE NOTE 2. 47.625 MAX. -� t-r 0.75 MECHANISM CASE - - - - - - FLEXIBLE ° a�15) SECTION ON AUX. LATCH 1.25 SEE NOTE 3. FAS-SEAL DOOR SWEEP TOUCHBAR STRIKE PRODUCT RENEWED CENTERCASE #10-24 SS ° Its complying with the FUrMs y=120 KSi Braiding Code Aceeptance iJ 2 LATCH BOLT a E;P p� /� 4aCfi3L-18R RIM DEVICE 0,50 r 0113 I I (AA , . L 5,00-r ZERO INTL 566 SERIES THRESHOLD l0%fle�s 4X #425 SEX BOLTS WITH NEOPRENE BUMPER (DEVICE THRU BOLTED WITH FLEXIBLE MECHANISM CASE #10-24 MACHINE SCREWS) i 3.74 (OPTIONAL) 0 40.00' AUX. LATCH 0.25 �I 5,00 - -i _r SEMI-RIGID (P INLESSI STEEL OUNTED NTH #i -24 TOUCHBAR STAINLESS PEMCO 2005 SERIES THRESHOLD }- CREWS MACHINE S NTH SIUCONE, VINYL I 0.13 T 1-- 4 00 ---( Fy--120 KSi OR PILE SEAL LATCH BOLT _ VON DUPRIN 98 RIM DEVICE CENTERCASE u.50 SELF-ADH SIVE 0.25 ��-- - I I I y WEATHERSTRIPPING F- 5.00 �� NOTES: NATIONAL GUARD 950 SERIES THRESHOLD 1. SWEEP MOUNTING SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. WITH SILICONE, VINYL 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199 OR NEOPRENE BUMPER POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE am RADIUS �INGERSOLL-RAND COMPANY }_ STEELCRAFT MFG. M7 W.".h Rd. Cb,ckl,n11 b,W 45E4E THIRD ANGLE PR JECTMN TI 2 NF WXNErANDEWEA • m I DOOR ACCESSORIES BOTTOM SWEEP HERSTRIPPING AFLAT R7� APPWL �VVG No 776W SHEET 8 OF 8 11EV C NTS AUTOCAD ro'10 Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1122 Tampa, FL 33610 813 630 5508 (p) I rojo@rojoarchitecture.com 813 630 5518 (f) www.getrojo.com STATE OF FLORIDA - REGISTERED ARCHITECT i •• 4 ROBERT A. GLISSON AR0015123 ' • 1 I JONATHAN S, MOORE AR0093150 •• SEAL SHOW SVALID � •••ONLY WITH EMBOSSED IMPRINT,- AND SIGNATURE IN RED,• JSA MEDICAL TENANT BUILD -OUT 5526/5528 GALL BLVD ZEPHYRHILLS, FL 33542 - 5/ 13/ 11 PERMIT SET Mark Date Description Issue/Revision PERMIT SET Project ID 11004 CAD File Name 11004-CD.vwx Drawn By APM Checked By is Plot Date: Record Date: Record Date Sheet Title PRODUCT APPROVAL HOLLOW METAL EXTERIOR DOOR Drawing No. Scale: N/A PA-1 0 240 CFM RG._.1.: .' I .... ..... ...m.. m S 10' 0 _ 260 FLEXIBLE DUCT RUNOUT TO AIR DEVICE. PROVIDE CAN CONNECTION TO TRUNK 1 MECHNAICAL PLAN M-1 SCALE: 1 /4" = 1'-0" HANGER STRAP, 1 22 GAUGE SHEET METAL. TYPICAL WRAP INSULATION ABOVE THE CEILING DIFFUSERS rt RGLASS KCT: BOA (R15) SUPPL IR DUC RADIUS NOT LESS THAN CONICAL SPIN -IN FITTING,X THE FLEX DUCT WITH DAMPER DIAMETER (OMIT DAMPER IF PROVIDED IN DIFFUSER) 3 SHEET METAL SCREWS THRU HELIX OF FLEXIBLE DUCT, BAND CLAMP, TAPED FLEXIBLE DUCT, 'THERMAFLEX MKE" NOTE: OR "METALFLEX", INSULATED PROVIDE OPPOSED BLADE DAMPER DO NOT SAG OR KINK IN DRYWALL CEILINGS. FLEXIBLE DUCT RUNOUT SCALE: NONE 80 CFM 80 CFM 00 �20 MECHANICAL LEGEND AxB, AUK SUPPLY AIR DUCT, DIMENSION "A" SHOWN AxB, ARETURN AIR DUCT, DIMENSION "A" SHOWN FLEXIBLE DUCTWORK, SAME SIZE AS DIFFUSER NECK -�-�- REFRIGERANT PIPING CONDENSATE DRAIN PIPING FZ® SUPPLY AIR DIFFUSERS 121 RETURN AIR GRILLE ® EXHAUST AIR GRILLE FIRE DAMPER Jw VOLUME DAMPER CD THERMOSTAT, 48" A.F.F. ® ROOFTOP EXHAUST FAN ® CEILING EXHAUST FAN HVAC EQUIPMENT TAG CU DENOTES EQUIPMENT TYPE 1 -DENOTES EQUIPMENT NUMBER AIR DEVICE TAG RG-1 DENOTES DEVICE TYPE 6 DENOTES NECK/FLEX DUCT SIZE 60 -DENOTES AIR FLOW (CFM) KEYED NOTES: (D 1. EXISTING SPLIT AIR HANDLING UNIT WITH ELECTRIC HEAT TO REMAIN. CLEAN/SERVICE/REPAIR UNIT AS NECESSARY TO LIKE NEW CONDITION. RE -CONNECT NEW DUCTWORK AS SHOWN ON PLAN. RE -BALANCE AIR FLOWS TO VALUES AS FOLLOWS: A) EXISTING 4 TON UNIT: SUPPLY AIR: 1,475 CFM RETURN AIR: 1,235 CFM OUTSIDE AIR: 240 CFM B) EXISTING 4 TON UNIT, RELOCATE AS SHOWN: SUPPLY AIR: 1,400 CFM RETURN AIR: 1,200 CFM OUTSIDE AIR: 200 CFM 2. PROVIDE NEW BATHROOM EXHAUST FAN AND 6" 0 METAL EXHAUST DUCT TO WALL CAP. CONNECT FAN TO ROOM LIGHT SWITCH FOR SIMULTANEOUS OPERATION. 3. PROVIDE NEW DIGITAL 7-DAY TEMPERATURE CONTROLLER ON WALL WITH LOCKING CLEAR PLASTIC COVER. MOUNT CONTROLLER MAX. 48" A.F.F. 4. PROVIDE 18x6 LOUVER LOW IN DOOR (OR LOUVERED BI-FOLD) FOR RETURN AIR FROM THIS ROOM. COORDINATE EXACT STYLE, FINISH, AND PLACEMENT WITH ARCH. AIR BALANCE + OUTSIDE AIR CALCULATIONS BASED ON 2007 FLORIDA MECHANICAL CODE, TABLE 403.3 VENTILATION SPACE TYPE MEDICAL OFFICE AREA OF USABLE SPACE/PEOPLE 1923 SQFT # OF PEOPLE 7 /1000 SQFT MIN. VENT. MULTIPLIER 20 CFM/PERSON MIN. REQUIRED VENTILATION 269.2 CFM VENTILATION PROVIDED 440 CFM AIR BALANCE OUTSIDE AIR INTAKES EXHAUST AIR OUTLETS EXIST AHU-1 240 CFM EXIST AHU-2 200 CFM EF-1 2 () 160 CFM 440 CFM 160 CFM PRESSURIZATION 63.64 % (OA-EA)/OA x 100% AIR DEVICE SCHEDULE TAG FACE SIZE MATERIAL FINISH MANUFACTURER MODEL NOTES SD-1 24x24 STEEL WHITE PRICE SCD 1,2,3 RG-1 24x24 STEEL WHITE PRICE PFRF 1,2 1. 2. 3. REFER TO PLANS FOR ALL NECK SIZES. NOISE CRITERIA NOT TO EXCEED 30 NC. ALL CEILING DIFFUSERS ARE 4-WAY THROW, UNLESS NOTED ON PLAN. EXHAUST FAN SCHEDULE TAG AREA SERVED FAN TYPE DRIVE TYPE AIRFLOW (CFM) E.S.P. ("W.C.) RPM FAN HP VOLTAGE (V/OHz) SONES DUCT SIZE MANUFACTURER MODEL ACCESS. EF-1 SINGLE TOILET CENT. DIRECT 80 0.10 900 54W 120/1/60 2.5 40 GREENHECK SP-B80 2,3,4,5,E STANDARD ACCESSORIES: NOTES 1 ROOF CURB 1. 2. PROVIDE VIBRATION ISOLATORS CONNECT EF-1 TO OPERATE WITH ALL FANS. WITH WALL SWITCH. 2 BACKDRAFT DAMPER 3 BIRDSCREEN 4 WALL/ROOF CAP 5 DISCONNECT 6 SPEED CONTROLLER THREADED ROD HANGER TRAPEZE WITH VIBRATION ISOLATORS (TYP.) INTEGRAL BACKDRAFT DAMPER AIRFLOW EXHAUST FAN INSTALLATION SCALE: NONE CEILING FAN CEILING GRILLE MECHANICAL SPECIFICATIONS: 1. GENERAL 9, DUCTWORK A. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A A. SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS" AND "FIBROUS GLASS DUCT COMPLETE SYSTEM AS OUTLINED IN THE CONTRACT DRAWINGS AND THESE CONSTRUCTION STANDARDS" SHALL BE CONSIDERED PART OF THE SPECIFICATIONS FOR SPECIFICATIONS. THIS PROJECT. ANY WORK WHICH DOES NOT CONFORM TO THESE STANDARDS MAY BE B. NOTE THAT DRAWINGS ARE DIAGRAMMATIC ONLY AND INTENDED TO SHOW REJECTED AT ANY TIME. THE GENERAL ARRANGEMENT OF SYSTEMS, NOT EVERY MINUTE DETAIL. B. NOT USED. C. DO NOT SCALE PLANS. C. ALL NEW SUPPLY AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED OF 1.5" D. PROVIDE ALL NECESSARY FITTINGS, TRANSITITONS, CONNECTORS, ETC. THICK R-6 FOIL FACED ANTI -MICROBIAL FIBERGLASS DUCT BOARD, TAPED AND SEALED, WHETHER SHOWN OR NOT ON PLANS. BY KNAUF, JOHNS MANVILLE, OWENS CORNING, OR EQUIVALENT, E. ALL WORK IS NEW UNLESS OTHERWISE NOTED. D. ALL EXHAUST AIR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL, F. THESE PLANS REPRESENT THE DESIGN INTENT BASED ON INFORMATION SMACNA 1 INCH PRESSURE CLASS, SMACNA "A" SEAL CLASS. PROVIDE GRAVITY AVAILABLE AT THE TIME OF DESIGN. ANY SUBSTANTIAL MODIFICATIONS OR BACKDRAFT DAMPERS IN ALL EXHAUST DUCTS NEAR THE BUILDING EXIT POINT. ALTERATIONS MADE DURING THE CONSTRUCTION PHASE SHALL BE REPORTED E. ALL FLEXIBLE DUCTWORK SHALL BE THERMAFLEX TYPE M-KE R-6 OR EQUIVALENT. TO THE ENGINEER PRIOR TO WORK. MODIFICATIONS MADE WITHOUT THE NO FLEX DUCT SHALL EXCEED 10'-0" IN LENGTH. ENGINEER'S WRITTEN APPROVAL SHALL REMAIN THE RESPONSIBILITY OF THE F. NOT USED. CONTRACTOR. G. NOT USED. G. IN CASE OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, H. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. DUCT SIZE SPECIFICATIONS, FIELD CONDITIONS, CODES, ETC. IT IS THE RESPONSIBILITY SUBSTITUTIONS ARE ACCEPTABLE ONLY IF THE CLEAR AREA SUBSTITUTED IS NOT LESS OF THE CONTRACTOR TO REFER ALL SUCH MATTERS TO THE ENGINEER IN THAN THAT SHOWN AND THE DUCT ASPECT RATIO IS LESS THAN 4 TO 1. WRITING IMMEDIATELY FOR RESOLUTION PRIOR TO EXECUTING ANY WORK. ANY J. PROVIDE 45-DEGREE ENTRY ON ALL RECTANGULAR BRANCH CONNECTIONS. PROVIDE WORK PERFORMED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER CONICAL TAPS WITH DAMPERS ON ALL ROUND BRANCH CONNECTIONS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. K. PROVIDE LONG RADIUS ELBOWS, 3-PIECE ELBOWS, OR TURNING VANES AT ALL H. ALL WORK SHALL CONFORM TO THE FOLLOWING CODES (AS APPLICABLE) 90-DEGREE TURNS. SUBSTITUTION OF SQUARE ELBOWS IS NOT ACCEPTABLE. AS WELL AS ALL LOCAL REGULATIONS, ORDINANCES, AND AMENDMENTS: L. TEST ALL DUCTWORK FOR LEAKS PRIOR TO CONCEALING. MAXIMUM LEAKAGE RATE IS 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENT 5 PERCENT. M. DUCTWORK SHALL NOT BE SUPPORTED BY ANYTHING OTHER THAN THE BUILDING 2. SCOPE OF WORK STRUCTURE. LIKEWISE, NOTHING SHALL BE SUPPORTED BY THE DUCTWORK. RELOCATE ONE EXISTING AIR HANDLING UNIT. PROVIDE NEW SUPPLY, RETURN, N. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE -OFFS OR AS INDICATED ON AND OUTSIDE AIR DUCTWORK FOR BOTH AIR HANDLING UNITS AS SHOWN. PLANS. PROVIDE VOLUME DAMPERS IN ALL AIR DEVICES LOCATED IN HARD CEILINGS. PROVIDE NEW EXHAUST FANS IN TOILETS. P. PROVIDE NORMALLY CLOSED MOTORIZED OUTSIDE AIR DAMPERS TO AUTOMATICALLY OPEN ONLY IN THE OCCUPIED MODE WITH THE COMPRESSOR OR HEAT STRIP 3. ITEMS FURNISHED BY CONTRACTOR ENERGIZED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL Q. PROVIDE FIRE PROOF FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO FANS MATERIALS, EQUIPMENT, AND ACCESSORIES NECESSARY TO MAKE A COMPLETE OR AIR HANDLING UNITS, UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALLATION. ALL EQUIPMENT SHALL BE STORED IN A SAFE, DRY PLACE IN THE MANUFACTURER'S ORIGINAL PACKAGING UNTIL READY FOR USE. THE 10. FILTERS & BELTS OWNER SHALL NOT BE RESPONSIBLE FOR PROVIDING ANY PART OF THE A. FILTERS SHALL BE OF A SIZE AND ARRANGEMENT SUITABLE TO THE REQUIREMENTS PROJECT, UNLESS SPECIFICALLY NOTED. THE CONTRACTOR SHALL ALSO BE OF THE EQUIPMENT. FILTERS SHALL BE THE WASHABLE TYPE AND PROVIDE 30% RESPONSIBLE FOR PAYING ALL REQUIRED FEES, OBTAINING ALL PERMITS, AND EFFICIENCY. ARRANGING FOR ALL INSPECTIONS, INCLUDING COORDINATION WITH AND B. BELTS SHALL BE REINFORCED RUBBER "V" NOTCH TYPE SUITABLE FOR THE SATISFYING ALL REQUIREMENTS OF ANY APPLICABLE UTILITY COMPANY(IES) AS EQUIPMENT ON WHICH THEY ARE INSTALLED. MAY BE REQUIRED TO EXECUTE THIS SCOPE OF WORK. C. AIR HANDLING UNITS SHALL NOT BE STARTED UNTIL ALL ROUGH CONSTRUCTION IS COMPLETE OR AS OTHERWISE DIRECTED BY THE MANUFACTURER. CHANGE ALL AIR 4. WORK IN EXISTING BUILDINGS HANDLING UNIT FILTERS AT THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES. A. DO NOT USE POWDER DRIVEN FASTENERS OF ANY TYPE. D. PROVIDE 2 SPARE SETS OF FILTERS AND BELTS FOR ALL EQUIPMENT. B. ALL ITEMS REMOVED AND NOT RE -USED SHALL BE TURNED OVER TO THE OWNER. CONTRACTOR SHALL REMOVE ANY UNSATISFACTORY ITEMS FROM THE 11. TEMPERATURE CONTROL PROJECT SITE. A. PROVIDE A REMOTE THERMOSTAT FOR CONTROLLING EACH AIR CONDITIONING C. SOME EXISTING ITEMS TO REMAIN WITHOUT WORK ARE SHOWN FOR SYSTEM. ALL THERMOSTATS SHALL BE DIGITAL 7-DAY PROGRAMMABLE TYPE, LOW CLARITY OR REFERENCE ONLY. NOTE THAT ADDITIONAL ITEMS WITHOUT WORK VOLTAGE, WALL MOUNTED, 48" ABOVE FINISHED FLOOR. THE MECHANICAL CONTRACTOR MAY ALSO BE PRESENT. SHALL PROVIDE ALL LOW VOLTAGE WIRING AND SEAL PENETRATIONS BEHIND D. DRAWINGS OF EXISTING SYSTEMS ARE BASED ON EXISTING DOCUMENTS THERMOSTATS WITH EXPANDABLE FOAM INSULATION. THERMOSTATS SHALL HAVE AND FIELD CONDITIONS, SOME OF WHICH MAY BE UNVERIFIED. PRIOR TO SETTINGS FOR "HEAT" AND "COOL" TO PROVIDE COOLING AND STAGES OF HEATING AS SUBMITTING A BID, CONTRACTOR SHALL STUDY THE PLANS AND VISIT THE LISTED IN THE SCHEDULE. THERMOSTATS SHALL ALSO HAVE FAN SETTINGS OF PROJECT SITE IN ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS. "ON" -"OFF" -"AUTO". ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS WHICH COULD B. ALL ELECTRIC HEATERS SHALL BE INTERLOCKED WITH AIR HANDLING UNITS TO SIGNIFICANTLY IMPACT THE PROJECT BUDGET OR SCHEDULE MUST BE PROVIDE HEATER SHUTDOWN IN THE EVENT OF FAN FAILURE. HEATER OPERATION REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. FAILURE TO DO SO SHALL REQUIRE AIRFLOW. WILL NOT BE SUFFICIENT CAUSE FOR DELAYS OR CHANGES LATER IN THE C. PROVIDE HUMIDISTATS FOR CONTROL OF ALL HOT GAS REHEAT COILS. MOUNT PROJECT. CHANGE ORDERS RESULTING FROM FAILURE TO PROPERLY ADJACENT TO THERMOSTAT FOR SAME SYSTEM. SYSTEMS SHALL ENTER INVESTIGATE EXISTING FIELD CONDITIONS WILL NOT BE ACCEPTED. ALL WORK "DEHUMIDIFICATION" MODE UPON SENSING 60% OR GREATER RELATIVE HUMIDITY AND IS NEW UNLESS OTHERWISE NOTED. MAINTAIN THIS MODE UNTIL HUMIDITY DROPS BELOW 50%. E. MODIFICATIONS TO EXISTING SYSTEMS NECESSARY TO CONNECT TO NEW D. ACCEPTABLE MANUFACTURERS ARE: CARRIER, TRANE, WHITE-RODGERS, AND WORK SHALL BE CONSIDERED TO BE PART OF THE BASIC WORK OF THIS HONEYWELL. CONTRACT. F. COORDINATE ALL WORK SCHEDULES WITH THE OWNER TO MINIMIZE 12. ELECTRICAL DISRUPTIONS TO EXISTING SYSTEMS OUTSIDE THIS SCOPE OF WORK. A. PROVIDE ALL STARTERS, CONTACTORS, RELAYS, CONTROLS, AND ACCESSORIES TO PROVIDE A COMPLETE POWER AND CONTROL WORKING SYSTEM. THE ELECTRICAL 5. COORDINATION CONTRACTOR SHALL PROVIDE ALL DISCONNECT SWITCHES, CONDUIT, AND WIRING FOR ALL WORK ON THIS PROJECT SHALL BE COORDINATED WITH THE OWNER AND ALL EQUIPMENT. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL OTHER TRADES PRIOR TO BEGINNING AY WORK OR ORDERING ANY THE ELECTRICAL SPECIFICATIONS OF THESE DOCUMENTS AND THE NATIONAL ELECTRICAL MATERIALS. CONTRACTOR SHALL REVIEW PLANS OF ALL DISCIPLINES INVOLVED CODE. AND ADVISE THE ARCHITECT IN WRITING OF ANY CONFLICTS, CODE OR SAFETY B. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL WIRING DIAGRAMS, BE ISSUES THAT MAY EXIST PRIOR TO ANY FABRICATION OR ORDERING OF RESPONSIBLE FOR PROPER OPERATION OF THE COMPLETE SYSTEM, AND SHALL EQUIPMENT. RESOLUTION OF SUCH CONFLICTS WHICH ARE NOT REPORTED SUPERVISE ALL WIRING OF MECHANICAL EQUIPMENT. COORDINATE THE INSTALLATION OF PRIOR TO CONSTRUCTION SHALL REMAIN THE RESPONSIBILITY OF THE ALL EQUIPMENT WITH AND PROVIDE ALL WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR AND CHANGE ORDER PROPOSALS FOR SUCH WORK WILL NOT CONTRACTOR PRIOR TO THE ELECTRICAL CONTRACTOR BEGINNING ANY WORK BE ACCEPTED. PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID C. NO WIRING OF ANY KIND SHALL BE EXPOSED IN FINISHED AREAS. WIRING TO ALL CONFLICTS WITH STRUCTURE, FINISHES, AND WORK OF OTHERS. CONTRACTOR MOTORS OR OTHER ELECTRICAL EQUIPMENT SHALL HAVE HEATER ELEMENTS IN EACH SHALL PROVIDE ALL CORE PENETRATIONS AND PATCHING FOR FLOOR PHASE WITH EITHER THE STARTER OR THE CONTACTOR. ALL MOTORS SHALL BE WOUND PENETRATIONS. FOR THE VOLTAGE SPECIFIED AND SHALL HAVE A NAMEPLATE STATING THAT VOLTAGE AND CORRESPONDING AMPERES. WHERE MORE THAN ONE MOTOR OR OTHER 6. BASIS OF DESIGN EQUIPMENT IS CONTROLLED BY THE SAME CIRCUIT, OR WHEN THE LOAD EXCEEDS THE A. THE MECHANICAL CONTRACT DOCUMENTS HAVE BEEN PREPARED USING CAPACITY OF THE CONTROL EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL THE ASHRAE 97.5% DESIGN CRITERIA WITH THE FOLLOWING DESIGN NECESSARY CONTROLS AND RELAYS. CONDITIONS: INDOOR OUTDOOR 13. WARRANTIES AND MAINTENANCE SUMMER 75F DB/50% RH 92F DB/79F WB A. ALL EQUIPMENT SHALL BE STARTED, TESTED, ADJUSTED, LUBRICATED, CLEANED, AND WINTER 72F DB 36F DB PLACED IN GOOD OPERATING CONDITION BY THE CONTRACTOR. CONTRACTOR SHALL B. THE FOLLOWING BUILDING MATERIALS/INSULATION R-VALUES WERE USED GUARANTEE ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP TO BE FREE OF DEFECTS IN THE HVAC CALCULATIONS. IF THE ACTUAL MATERIALS TO BE USED IN THE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AND CONSTRUCTION PHASE (VERIFY WITH ARCH.) DIFFER FROM THESE THE CONTRACTOR SHALL REPAIR ANY SUCH DEFECTS AT NO COST TO THE OWNER. ALL SPECIFICATIONS, PARTICULARLY WITH REGARD TO THE ROOF, CONTACT THE EQUIPMENT INCLUDED IN THE PROJECT SHALL BE COVERED BY THE MANUFACTURER'S ENGINEER PRIOR TO CONSTRUCTION IN WRITING IMMEDIATELY TO VERIFY THE WARRANTY FOR THE DURATION OF THAT WARRANTY. COPIES OF ALL MANUFACTURER'S ABILITY OF THE HVAC SYSTEMS TO EFFECTIVELY CONDITON THE SPACE: WARRANTIES AND CONTRACTOR WARRANTIES SHALL BE PROVIDED TO THE OWNER AT WALLS: BLOCK WALLS WITH R-4 BOARD INSULATION FINAL ACCEPTANCE. ROOF: FLAT BUILDING ROOF WITH R-19 BATT INSULATION B. CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE AND REVIEW ALL FLOOR: CONCRETE FLOOR SLAB ON GRADE, NO INSULATION OPERATIONS AND MAINTENANCE OF ALL SYSTEMS. CONTRACTOR SHALL PROVIDE THE GLASS: SINGLE PANE TINTED GLASS WITH NO INTERNAL SHADES OWNER WITH BOUND COPIES OF ALL OPERATION AND MAINTENANCE MANUALS INCLUDING PARTS LISTS, MAINTENANCE SCHEDULES, ETC. 7. FANS C. THE CONTRACTOR SHALL CONTINUALLY RECORD ANY AND ALL DEVIATIONS TO THE A. ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS LABEL AND THE UL CONTRACT DOCUMENTS MADE DURING CONSTRUCTION AND PROVIDE A COMPLETE SET LABEL. ALL FAN MOTORS SHALL BE PROPERLY GROUNDED. OF THESE RECORD DRAWINGS TO THE OWNER WITHIN 30 DAYS OF COMPLETION OF B. ALL FANS SHALL HAVE A SOUND LEVEL RATING NOT IN EXCESS OF THAT CONSTRUCTION. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IT SHALL BE SPECIFIED. THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE THE SERVICES OF A LICENSED C. ALL CENTRIFUGAL FANS SHALL HAVE TRUE WHEEL WITH INLET PROFESSIONAL ENGINEER TO PROVIDE SIGNED AND SEALED RECORD DRAWINGS. PERPENDICULAR TO DISCHARGE. D. ROOF MOUNTED FANS SHALL HAVE SPUN ALUMINUM HOUSINGS, ROOF 20. TEST AND BALANCE CURB, AND DISCONNECT SWITCH MOUNTED INSIDE THE HOUSING. INTEGRAL A. IF THE BUILDING'S MECHANICAL SYSTEMS ARE 15 TONS OR LESS PER SYSTEM, THE BACKDRAFT DAMPERS SHALL BE TOTALLY CHATTERPROOF WITH NO METAL MECHANICAL CONTRACTOR MAY TEST, ADJUST, AND BALANCE THE SYSTEM. CONTACT. B. AIR SYSTEM BALANCING SHALL BE ACCOMPLISHED IN A MANNER TO FIRST REDUCE E. CEILING EXHAUST FANS SHALL HAVE ACOUSTICALLY LINED HOUSINGS AND THROTTLING LOSSES, THEN FAN SPEED SHALL BE ADJUSTED TO MEET DESIGN FLOW SHALL BE PROVIDED WITH A TERMINAL BOX ON THE INSIDE OF THE HOUSING CONDITIONS, EXCEPT THAT DAMPER THROTTLING MAY BE USED FOR BALANCING FAN WITH CORD, PLUG, AND RECEPTACLE. ENTIRE FAN, MOTOR, AND WHEEL MOTORS OF 1 HORSEPOWER OR LESS, OR IF DAMPER THROTTLING RESULTS IN NO ASSEMBLY SHALL BE EASILY REMOVABLE WITHOUT DISTURBING THE HOUSING. GREATER THAN 1 /3 HORSEPOWER DRAW ABOVE THAT REQUIRED IF THE FAN SPEED F. ACCEPTABLE MANUFACTURERS ARE: GREENHECK, COOK, PENN, AND BROAN. WERE ADJUSTED. 8. AIR DISTRIBUTION DEVICES E. SPECIFIC TESTS INCLUDE (BUT ARE NOT LIMITED TO): A. PROVIDE AND INSTALL ALL AIR DEVICES IN LOCATIONS INDICATED ON TEST & ADJUST SUPPLY FAN RPM TO DESIGN REQUIREMENTS. DRAWINGS. VERIFY LOCATIONS AND CEILING TYPES WITH ARCH. PRIOR TO TEST & RECORD MOTOR LOAD AMPERES. DO NOT EXCEED NAMEPLATE RATING.IFIC ORDERING. PROVIDE INTEGRAL VOLUME DAMPER FOR ALL AIR DEVICES TEST & RECORD SYSTEM STATIC PRESSURES. LOCATED IN HARD CEILINGS AND INTEGRAL RADIATION DAMPER FOR ALL TEST & RECORD INDOOR COIL ENTERING & LEAVING AIR CONDITIONS. DEVICES LOCATED IN RATED CEILINGS. TEST & RECORD INDOOR COIL LEAVING AIR CONDITIONS. B. ALL AIR DEVICES SHALL BE STEEL. FINISH OF ALL DEVICES SHALL BE TEST & ADJUST EACH AIR DISTRIBUTION DEVICE TO PROVIDE AIRFLOW WHITE UNLESS OTHERWISE NOTED ON PLANS. THE CONTRACTOR SHALL WITHIN 10 PERCENT OF DESIGN. VERIFY FINISH COLOR AND STYLE OF ALL AIR DEVICES WITH THE ARCHITECT TEST & VERIFY OPERATION OF ALL ELECTRIC HEATERS. PRIOR TO ORDERING. C. ALL SURFACES OF DUCTWORK VISIBLE THROUGH AIR DEVICES SHALL BE PAINTED FLAT BLACK. D. ACCEPTABLE MANUFACTURERS ARE: TITUS, PRICE, METALAIRE, TUTTLE & BAILEY, AND BARBER COLEMAN. x � H.-Ek"wR °`4w Hg 'UP WOzPa o-° oazx°m UrywZ v�r wpOa96, 3 �H zx EE. Vi¢��Wc{1Y�, �W WWzO X ay"��"WQfal�a�� aQ°N°W � a �uo ' 33zzoz z azoo �:MZW5 � O H G] O U) Q O Q Z QQ a � a w w U Nu L z L Ln U W N U � w Q w Cn � w ca. A zU).. �. . ........... . ..... ..... ......... .... .. o� M. Q v aU . :4� N E~ }--i t� � .. o °oa U o . z o o za Wz Q° a� ¢3 U DRAWN BY: VCD Q� o DATE: 05/10/2011 v� �o a U DCH PROJECT n: 11-015 - �w a0 Uo SHEET: R M-1 o6 UC F z u■■■��n�wuuuul�lY��uw�iu�wl�lYu .�_6 EXIST 4"- EXIST CO P-4 2 4" .............. SANITARY WASTE + VENT PLAN SCALE: 1 /4" = 1'-0" PLUMBING FIXTURE AND CONNECTION SCHEDULE GENERAL CONNECTIONS TAG DESCRIPTION MTG. HEIGHT WASTE VENT CW HW NOTES P-1 WATER CLOSET FLOOR TO RIM 3" 2" 1/2" - - - WHITE VITREOUS CHINA FLOOR MOUNTED FLUSH TANK, 2 PIECE (ADA) FLOOR MOUNTED 16 1/2" WITH ELONGATED BOWL, 1.6 GPF MAXIMUM. 2 PIECE FLUSH TANK WHITE ELONGATED OPEN FRONT SEAT LESS COVER. P-2 LAVATORY FLOOR TO RIM 1 1/2" 1 1/2" 1/2" 1/2" WHITE VITREOUS CHINA WALL HUNG LAVATORY W/ 4" CENTERSET (ADA) WALL HUNG 34" MAX FAUCET WITH EXTRA LONG ADA LEVER HANDLE. 1 1/2" C.P. TRAP W/ CLEANOUT, HOT LIMIT STOP AND GRID DRAIN. PROVIDE 2x12 PT WOOD BLOCKING IN WALL. P-3 SINGLE COUNTERTOP 1 1/2" 1 1/2" 1/2" 1/2" COUNTERTOP SINGLE COMPARTMENT 6" DEEP SINK, 4" CENTERSET (ADA) COMPARTMENT GOOSENECK FAUCET ON 4" CENTERS AND BLADE HANDLES. POLISHED SINK CHROME 3 1/2" BASKET STRAINER & TAILPIECE, 1 1/2" C.P. TRAP W/ CLEANOU P-4 MOP BASIN FLOOR 2" 1 1/2" 3/4" 3/4" COMPOSITE 24"x24"x10" DEEP MOLDED MOP BASIN WITH 24"Wx24"Lx10"D MOUNTED STNLS STL DOME STRAINER AND BRASS DRAIN. CHROME PLATED WALL MOUNTED EXPOSED YOKE FAUCET WITH VACUUM BREAKER, 6" SPOUT, AND THREADED HOSE END. P-5 ELECTRIC WATER FLOOR TO SPOUT 1 1/2" 1 1/2" 1/2" - - - WALL HUNG ADA COMPLIANT BI-LEVEL ELECTRIC WATER (ADA) COOLER LOW = 36" COOLER, 8.0 GPH CAPACITY WITH VANDAL RESISTANT PUSH DUAL HIGH = 40" BUTTON. FCO FLOOR CLEANOUT FLUSH WITH 2" TO 6" - - - - - - - - - CAST IRON ADJUSTABLE FLOOR CLEANOUT WITH ROUND SCORIATED TOP. FINISHED SEE SIZE AS SHOWN ON PLANS. PROVIDE CARPET MARKER IN CARPETED AREAS. FLOOR DWGS WH-1 ELECTRIC WATER FLOOR MOUNT - - - - - - 3/4" 3/4" 30 GALLON UPRIGHT ELECTRIC WATER HEATER TO BE MOUNTED ON GALV. HEATER ON STAND STEEL SUPPORT STAND, MIN 8". TWO NON -SIMULTANEOUS 4.5 KW ELEMENTS, 240/1/60. PROVIDE T&P RELIEF, DRAIN PAN, HEAT TRAPS, AND ISOLATION VALVES AT INLET & OUTLET. SEE DETAIL THIS SHEET. GENERAL NOTES 1. PROVIDE MCGUIRE PRO -WRAP INSULATION KIT FOR DRAIN, TRAP, & SUPPLY ON ALL ADA SINKS AND LAVATORIES, 2. ALL SUPPLIES SHALL BE CHROME PLATED I.P.S. BRASS. PLASTIC SUPPLIES ARE NOT ACCEPTABLE, NO EXCEPTIONS. 3. PROVIDE OFFSET TAILPIECE FOR ALL ADA LAVATORIES. 4. PROVIDE ALL BOLT CAPS, STRAINERS, STOPS, SUPPLIES, TRAPS, ETC. FOR A COMPLETE INSTALLATION. DOMESTIC WATER SUPPLY PLAN SCALE: 1 /4" = 1'-0" PLUMBING SYSTEM DEMAND FIXTURE QUANTITY DFU COLD HOT EXAM SINK 8 = 8.0 4.00 4.00 MOP SINK 1 = 2.0 2.25 2.25 WATER COOLER 1 = 1.0 0.25 LAVATORY 2 = 2.0 1.00 1.00 WATER CLOSET (TANK) 2 = 8.0 4.40 TOTAL FIXTURE UNITS 21.00 11.90 7.25 MINIMUM DRAIN SIZE (INCHES) 4" MINIMUM SERVICE FLOW (GPM) 16.0 11.7 MINIMUM WATER SERVICE SIZE (INCHES) 1 " 3/4" NOTES 1. DRAINAGE FIXTURE UNITS DETERMINED FROM 2007 FLORIDA PLUMBING CODE, TABLE 709.1. 2. SUPPLY FIXTURE UNITS DETERMINED FROM 2007 FLORIDA PLUMBING CODE, TABLE E103.3(2). 3. SERVICE DEMAND (GPM) DETERMINED FROM 2007 FLORIDA PLUMBING CODE, TABLE E103.3(3). PLUMBING LEGEND NEW SANITARY WASTE PIPING - - NEW COLD WATER PIPING - - - - - NEW HOT WATER PIPING --v--- v ---v-- NEW VENT PIPING p POINT OF COINNECTION >a GLOBE SHUTOFF VALVE VACUUM BREAKER - 36 WATTS OR EQUAL T & P RELIEF VALVE 3/4" T&P TO PAN � E COLD WATER SUPPLY GATE CHECK VALVE VALVE UNION I EXPANSION TANK AMTROL ST-5 SERVICE DRAIN VALVE -1 1/2" EDGE SAFETY PAN MOUNT ON MIN. 8" GALV. STEEL SUPPORT FRAME WATER HEATER INSTALLATION SCALE: NONE 2" VTR i EX. 4" ,' W CO > 4„ 2" VTRJ i J��P-2 > 2' VTR > P-3 EkX.4" ' ' W4" 2„ 7 2„ ' ` Co P-4 ; P-5 2„ A n > �J i J' 2" 2,i J . �J 12" VTR 4' 1 2P-3 " P-3 \\ i P-3 ' 4" �J'/ I GENERAL NOTES/SPECS 1. ALL WORK SHALL CONFORM TO THE 2007 FLORIDA PLUMBING CODE WITH 2O09 SUPPLEMENT. PAY PARTICULAR ATTENTION TO ALL ADA REQUIREMENTS. 2. ALL QUESTIONS OR PROBLEMS WHICH ARISE DURING THE COURSE OF THE PROJECT SHALL BE DIRECTED TO THE ARCHITECT/ENGINEER IN WRITING IMMEDIATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WORK PERFORMED WITHOUT SPECIFIC DIRECTION FROM THE ARCHITECT/ENGINEER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A COMPLETE WORKING SYSTEM, BASED ON THE SCOPE OF WORK ILLUSTRATED BY THESE DOCUMENTS. PLANS ARE DIAGRAMMATIC ONLY AND ARE INTENDED ONLY TO INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND NOT SHOW EVERY COMPONENT IN MINUTE DETAIL. PROVIDE ALL JOINTS, FITTINGS, TRANSITIONS, ETC. FOR A COMPLETE INSTALLATION, WHETHER SHOWN ON PLANS OR NOT. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL FIXTURES AND EQUIPMENT, DO NOT SCALE PLANS. 4. ALL SANITARY WASTE & VENT PIPIING SHALL BE SCHEDULE 40 PVC. ALL WASTE & VENT PIPING 2" AND SMALLER SHALL BE SLOPED 4" PER FOOT; ALL PIPING 24" AND LARGER SHALL BE SLOPED A" PER FOOT. 5. ALL DOMESTIC WATER SUPPLY PIPING SHALL BE SCHEDULE 40 CPVC WITH GLUED CPVC FITTINGS AND JOINTS. 6. ALL HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH MIN. J" ARMAFLEX INSULATION. 7. COORDINATE ALL WORK WITH OWNER AND ALL OTHER TRADES PRIOR TO ROUGH -IN. 8. TEST ALL PIPING FOR LEAKS PRIOR TO CONCEALING. 9. PROVIDE MIN. 1 YEAR WARRANTY ON ALL WORK INCLUDED IN THIS SCOPE AND REPAIR ANY DEFECTS WHICH ARISE DURING THE WARRANTY PERIOD FOR ANY REASON AT NO COST TO THE OWNER. P-3 WASTE + VENT RISER DIAGRAM SCALE: NONE P-3 o w c4 x 040 ¢'w°w2 as U¢ . w0 c2c,, u'a wuz�a��O�O�Puz 6. g3�zF"q�j�Q�ZC�GO ��F `�a � w� w O a m � w �❑ O� p w x a� � a wwaw�., y w x wa�z�ca A�6��oz¢a�cQ.�oo�aa� O z Q O Q 0 z 0 Q Z W N O a z Lo Ln U w N � Q w U) w 0 o � z u JANITOR 7� ELECTRICAL PLAN E-1 J SCALE: 1/4" = l'—O" PANEL // A 125 AMP 120/240 V. I PH, MLO 10,000 AIC 20/40 CKT, REVISED EXISTING PANEI CKT ITEM BRK WIRE VA VA WIRE BRK ITERKT CKT 1 OUTLETS 112,113 1P-20 #12 540 1350 #12 IP-20 LIGHTS 3 OUTLETS 114,15,15 IP-20 #12 1080 1000 #12 1P-20 LIGHTS 4 5 OUTLETS 115,18,19 IP-20 #12 900 6 7 OUTLETS 120 1P-20 #12 720 8 9 OUTLETS 107 IP-20 #12 540 10 11 AHU HEAT 2P-50 #8 7000 5500 #8 2P-40 AC 12 13 AHU HEAT 2P-50 #8 #8 2P-20 AC 14 15 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL = 18630 VA R 240V 78 AMPS PANEL // B 125 AMP 120/240 V. I PH, MLO 10,000 AIC 20/40 CKT, N-REVISED EXISTING PANP71 CKT ITEM BRK WIRE VA VA WIRE BRK ITEGIKT CKT 1 OUTLETS FRIG 1P-20 #12 1500 1100 #12 1P-20 LIGHTS 2 3 OUTLETS 108 IP-20 #12 1500 675 #12 IP-2) LIGHTS 4 5 IOUTLETS, 105 IP-20 412 720 6 7 OUTLETS 104,117 IP-2C #12 540 9 OUTLETS COPIER IP-20 #12 1600 10 11 OUTLETS 102,101 IP-20 #12 5,40 #10 2P-30 A/C 12 13 AHU HEAT 2P-50 #8 7200 5000 #10 2P30 A/C 14 15 AHU HEAT 2P-50 #8 7200 16 17 4500 #10 2P-30 WATER HEATER 18 19 ---- #10 2P-30 WATER HEATER 20 21 22 2:3 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL 24875 VA 240V 104 AMPS PWR CO, EXISTING METER CENTER 8 M 0 EXIST] 25,000 125 H125 #a CU. TO GRN, ROD, C12LD WTR, & EUFER 2RISER DIAGRAM E-1 I SCALE: NONE EXISTING PANELS NEW MAIN BKR EXISTING FEEDERS AND CONDUIT 2 - 2/0, 1 - 1/0 XHHW AL 1 #8 CU, GRN IN 2 PVC -2- 2/0, 1- 1/0 XHHW AL 1 #8 CU, GRN IN 2PVC, z U 0 o Mai z v, z 0 z z c') 2 u F-0 u u N a ..wad C"""'OFTTSH-'EME NOT VWITH UTHE ORIGINAL SIGNATURE, DATE, AND EMBOSSED SEAL OF THE DESIGN PROFESSIONAL EC 13002:5 1� DRAWN BY: xxx DATE: 5/11/2011 SHEET: E-1