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PREVIOUS TENANT NOTE THIS SPACE WAS PREVIOUSLY OCCUPIED BY A BUSINESS OCCUPANCY SCOPE OF WORK WORK UNDER THIS PERMIT CONSISTS OF LANDLORD INTERIOR IMPROVEMENTS OF AN EXISTING SHELL SPACE LOCATED IN AN EXISTING 1-STORY EXTERIOR OPEN AIR CENTER. THERE IS NO TENANTAT THIS TIME THERE WILL BE MODIFICATION TO ELECTRICAL, MECHANICALAND PLUMBING SYSTEMS A SEPARATE PERMIT IS REQUIRED FOR ANY FIRE SPRINKLER WORK/MODIFICATIONS POLICE DEPT. NOTES EXTERIOR DEADBOLT LOCKS SHOULD BE FLUSH MOUNTED, PROTECTED WITH A SPINNING SLEEVE, OR OTHERWISE DESIGNED TO RESIST TAMPERING. REAR DOORS SHOULD HAVE THE DEADBOLT THROW PROTECTED BY TAMPER RESISTANT HARDWARE SUCH AS AN ESCUTCHEON PLATE OR LOCK GUARD. REAR EXTERIOR DOORS TO COMMON AREAS SHOULD BE EQUIPPED WITH A PEEPHOLE OR DOOR SCOPE DOOR VIEWER. DOUBLE DOORS CONTROLLED BY MAGNETIC LOCKS SHOULD HAVE THE GAP BETWEEN DOORS COVERED WITH ASTRAGAL OR OTHER MEANS TO PREVENT UNAUTHORIZED ACCESS BY SLIDING A TOOL BETWEEN THE DOORS, EXIT MOTION SENSORS SHOULD BE INSTALLED FAR ENOUGH AWAY FROM ENTRANCES TO PREVENT UNAUTHORIZED ACCESS FROM COMMON AREAS. INSTALL SECURITY FILM ON GLASS DOORS SHEET INDEX ARCHITECTURAL A0.01 COVER SHEET A0.02 SPECIFICATIONS • A0.03 SPECIFICATIONS A1.00 ADA ACCESSIBILITY STANDARDS A2.00 DEMOLITION PLAN A2.01 OVERALL FLOOR PLAN / LIFE SAFETY PLAN A6.01 REFLECTED CEILING PLAN A8.01 DETAILS A8.02 DETAILS MECHANICAL M1 MECHANICAL PLAN ELECTRICAL E1 ELECTRICAL PLANS E2 ELECTRICAL PANEL SCHEDULES E3 ELECTRICAL PANEL SCHEDULES ' PLUMBING P1 PLUMBING PLANS P2 PLUMBING SCHEDULES & DETAILS MATERIAL INDEX A LI.WI..CONORETE 0 CONCRETE 0 a WOOD FINISH GYPSU"OARD OSMALL SCALE LARGE SCALE RIG101NSULATION f CONCRETEBLOCK &I BATTEN INSULATION f BRICK METAL PLYWOOD - SMALL SCALE LARGE SCALE GLASS SMALL SCALE LARGE SCALE ----------- VAP_QRBARRIER ■ PERMIT FOR I ) THIS SPACE *, µ #14 x-...w.- Fg S E $ 7�,7 , , � t ti�;� �� s 9' ,°�> ax i s , �, � �"° z 1IP,fl z,6 ! t sr{��fi x:ra!*T ` F . P f !' F ' a ,� � � : �� " a a s•=,"tea i � \ 1 q, 1 y � l *� i{ I sa I i V i ''�4 f:jr .ri i9 0j r iS r13 3, t "ww f '�+ / t *�' rp` �b F r �• �, f f Yew IRE r � ,�y t 1 l it €. I":ter r_arz�c 7 i �..,., � a','' C,�r' �.,+'� � .3'�!',/ ,• # r� f'a� C, a � � �.A e .,�..;a..«~ �„.L� € I 1 � m fin .� w a r - � � »r;n i I� s x�w�i��`d Ft fY •..a If �..� .�aE<'� ' % �€w�,. �, KEY PLAN NTS SYMBOL INDEX PROPERTY LINE �- 100------ FINISH CONTOUR -100 EXISTING CONTOUR TOP OF CURB O TOP OF PARAPET � TOP OF WALL T-78V FINISHING ELEVATION EXISTING ELEVATION ELEVATION TARGET 4 ,� COLUMN LINE A p BUILDING SECTION A3.X NO, / DRWG NO. 1 WALL SECTION A3.X NO. / DRWG NO. 1 DETAIL A8.X --i N0.1 DRWG N0. O DOOR NO. AU WINDOW NO. -- WALL TYPE OFFICE ROOM TITLE 101 ROOM NO. A A FLRIWALL/CLG FIN 10-0 CEILING HT 0 REVISION REVISION AREA E 1A MATERIAL / FINISH / COLOR ABBREVIATIONS AB ANCHOR BOLT EF EACH FACE MO MASONRY OPENING ACT ACOUSTICAL CEILING ELEC ELECTRICAL MET METAL TILE EQ EQUAL NIC NOT IN CONTRACT ADJ ADJUSTABLE EJ EXPANSION JOINT NOM NOMINAL AFF ABOVE FINISH FLOOR EW EACH WAY NTS NOT TO SCALE ALT ALTERNATE EXT EXTERIOR O/C ON CENTER ALUM ALUMINUM FD FLOOR DRAIN PL PLATE, PROPERTY LINE ARCH ARCHITECTURAL FE FIRE EXTINGUISHER PR PAIR BJ BAR JOIST FIN FINISH PT PRESERVATIVE TREATED BLDG BUILDING FM FACTORY MUTUAL RAD RADIUS BLK BLOCK FIR FIRE RATED REINF REINFORCE (ED) (ING) BLK'G BLOCKING FRT FIRE RETARDANT REP REPRESENTATIVE BM BEAM TREATED REQD REQUIRED BRG BEARING FS FLOOR SINK SF SQUARE FEET BRK BRICK FV FIELD VERIFY SPECS SPECIFICATIONS BTM BOTTOM FTG FOOTING STRUCT STRUCTURAL C/C CENTER TO CENTER GA GAUGE STL STEEL CJ CONTROL JOINT GALV GALVANIZED SS STAINLESS STEEL CKT CIRCUIT GP GUARD POST T/BM TOP OF BEAM CLG CEILING GWB GYPSUM WALL BOARD TEMP TEMPERED COL COLUMN HC HANDICAPPED TG TRUSS GIRDER CONC CONCRETE HM HOLLOW METAL T&G TONGUE & GROOVE CONST CONSTRUCTION HR HOUR T/JST TOP OF JOIST CONT CONTINUOUS HT HEIGHT T/ST TOP OF STEEL CONTR CONTRACTOR HVAC HEATING, VENTILATING, TOM TOP OF MASONRY CL CENTERLINE AIR CONDITIONING TOS TOP OF SLAB CMU CONCRETE MASONRY INSUL INSULATION TYP TYPICAL UNIT JB JUNCTION BOX UNO UNLESS NOTED CRS COURSE LF LINEAL FEET OTHERWISE DEM DEMISING LG LONG VT TILE DIA DIAMETER LLH LONG LEG HORIZONTAL VCT VINYL COMPOSITION DIM DIMENSION LLV LONG LEG VERTICAL TILE DN DOWN MASY MASONRY VWC VINYL WALL COVERING DS DOWNSPOUT MFR MANUFACTURER W/ WITH DW DRYWALL MECH MECHANICAL W/0 WITHOUT DWGS DRAWINGS JURISDICTION: PORT ST. LUCIE, FLORIDA 2020 FBC CODE EDITIONS BUILDING FLORIDA BUILDING CODE - BUILDING 2020 PLUMBING FLORIDA BUILDING CODE - PLUMBING 2020 MECHANICAL FLORIDA MECHANICAL CODE - MECHANICAL 2020 ELECTRICAL 2014 NEC (NFPA 72) ENERGY FLORIDA BUILDING CODE - BUILDING 2020 FIRE Florida Fire Prevention Code 6th Edition w/ NFPA 101 2015 edition ACCESSIBILITY FBC 2020 "FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION" BUILDING AND CONSTRUCTION DATA EXISTING BUILDING OCCUPANCY CLASSIFICATION (FBC 309) (B) FUTURE BUSINESS OR (M) MERCANTILE CONSTRUCTION TYPE (FBC TABLE 601) EXISTING BUILDING - TYPE IIIB UNPROTECTED ALTERATION LEVEL II PER FBC CHAP. 4 SECT. 404 COMPLIANCE METHOD: FBCE 101.5.2 WORK AREA COMPLIANCE METHOD FIRE SPRINKLERS: YES CONSTRUCTION AND ALTERATION TO COMPLY WITH NFPA 241 ADJACENT OCCUPANCIES: GROUP (B) BUSINESS / (M) MERCANTILE OCCUPANCY CLASSIFICATION OF THIS TENANT (FBC 304.1) FUTURE GROUP (B) BUSINESS OR FUTURE (M) MERCANTILE AREA OF TENANT SPACE 1,750 SF OCCUPANT LOAD - (RETAIL) 1,750 / 60 = 30 OCCUP. SEPARATION RATING REQ.: 1-HOUR REQ. -1-HR PROVIDED TOTAL RESTROOM LOAD 30 / 2 = 13 EA. SEX TOILETS REQ. F/M = 1, TOILETS PROVIDED F/M = 1 (OCCUR LOAD UNDER 100 MERCANTILE - (1) UNI-SEX TOILET ROOM REQUIRED) URINALS REQ. = 0 URINALS PROVIDED = 0 LAV REQ. EA. =1, LAVS PROVIDED 1 SERVICE SINK REQ. = FUTURE, SERVICE SINK PROVIDED = FUTURE DRINKING FOUNTAIN REQ. =1, DRINKING FOUNTAIN HI/LO PROVIDED = 1 TENANT'S SIGNAGE CONTRACTOR'Sr ALL PREPARE SIGNAGE SHOP DRAWINGS AND SUBMIT TO BUILDINIG DEPT. & LANDLORD FOR APPROVAL. ALL SIGNAGE IS UNDER SEPARATE PERMIT, It INTERIOR FINISHES TAB. 803.5- INTERIOR WALL AND CEILING FINISHES FOR OCCUPANCY GROUP B, SPRINKLERED, ARE CLASS B FOR EXIT ENCLOSURES AND EXIT PASSAGEWAYS, CLASS C FOR EXIT ACCESS CORRIDORS AND OTHER EXITWAYS, AND CLASS C FOR ROOMS AND ENCLOSED SPACES. EXIT REQUIREMENTS CODE REQUIRED PROVIDED OCCUPANCY: M MERCANTILE FBC 309 NFPA6.1.10 OCCUPANCY LOAD: M MERCANTILE FBC 1004.1.2 (1 PER 60 S.F.) 30 OCCUPANTS NFPA 7.3.1.2 (1 PER 60 S.F.) 30 OCCUPANTS DEAD END CORRIDOR (MAX.) FBC 1020.4 50 FT NFPA 36.2.5.2 50 FT N/A COMMON PATH OF TRAVEL (MAX.) FBC 1006.2.1 75 FT MAX. ALLOWED N/A NFPA 36.2.5.3 100 FT MAX. ALLOWED NUMBER OF EXITS REQUIRED (TOTAL BUILDING) FBC 1006.3 2 2 NFPA 36.2.4 2 2 EXIT SEPARATION (MIN.) FBC 1007.1 20'-0" L 50'-0" 1/3 DIAGONAL OF FLOOR OR SPACE MAXIMUM TRAVEL DISTANCE FBC 1017.1 250 MAX ALLOWED SEE PLAN NFPA 36.2.5 250' MAX ALLOWED MINIMUM CORRIDOR WIDTH FBC 1020.2 44" MIN. AISLE WIDTH SEE PLAN EGRESS WIDTH REQUIREMENTS FBC SEC. 1005.3.2: BUILDING WITH A TOTAL OCCUPANT LOAD OF 30 MULTIPLIED BY 0.2" PER OCCUPANT EQUALS 6" OF EXIT WIDTH REQUIRED. 68" OF EXIT WIDTH HAVE BEEN PROVIDED. EXIT ACCESS COMPONENTS A. SEC. 1020.2- MINIMUM CORRIDOR WIDTHS = 44" )� DOOR REQUIREMENTS A. SEC. 1008.1.2- EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL. OPENING FORCE FOR INTERIOR SIDE SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 LB. FORCE. FOR OTHER DOORS THE LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 LB. FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB. FORCE AND SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 LB. FORCE. ALL FORCES SHALL BE APPLIED TO LATCH SIDE. B. SEC. 1008.1.8,3- EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. THE MAIN EXTERIOR DOOR OR DOORS IN GROUP M MAY BE EQUIPPED WITH A KEY OPERATED LOCKING DEVICE FROM THE EGRESS SIDE IF THE DEVICE IS READILY DISTINGUISHABLE AS LOCKED AND THERE IS A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". REVIEWED FOR CODE COMPLIANCE T LUCIE COUNTY OC 210? mo.> 7cy N in U-j u") *k co o CV W M N (� M CD CO C)z Q 0? O co 0Z�; N W €� ZM J W Q O = Q W Q 0 W W 00 h- " z F- C)U0 0 uw CDm F— 0 ----- w LO H M sn (� ~17) k0 Q € I 00 L0 co Q6 C) Cl)— x o u U o — M J U M N C � � M COO 'L�c0 UUo o � (c;5E � N M �F � w u) z (n U) O� ��UF-- LL uj U Z Cn —I O O CD U z r /'1 11� 0 fir _ m n ui U) ED ri I- _117 Q 0 m Cn L0 L0 t�- REVISIONS DATE Contract Permit Bid Date 3/10/21, Scale AS NOTED" Drawn HT Jab 2021-23 Sheet A0.01 u�:i SECTIOLL01040 C90RDINATION SECTION_0.1720_-PROJECT _REQORD-DOCUMENT_,% SECTION_07270 •FIRESTOP_PJNS C. Submittals shall contain: SECTION-0- �OLDFORMED METAL FRAMING PART 2. PRODUCTS PART_ 1, GENERAL PART-1 GENERAL P9RT_1. GENERAL 1. The date of submission and the dates of any PART 1. GENERAL 2,01- MATERIALS 1.01 WORK INCLUDED: L01_ PRE-COASTRUCTION_CONFERENCE: previous submissions. 2. The Project title and number. 1-01 REQUIREMEN .SJNCLUDED: 1.01 REQUIREMENTS: A Thermal Insulation�Ilineral or ss fiberJ�Iankethatiing. � A. Installation of firestopping materials _atapenings_and yoidsin, A. Before beginning work at the site, the General Contractor 9 shall attendepre-c astruct[on_conference and bring_with 3. Contract identification. 4. The names of: A. Maintenance_of Record Documents and Samples- A. Work included:_ Structural-metal-walLframing, withanchorage the following thermalresistance"R value: (InsulationJn or at periphery of fire -rated construction. himtheEuperintm&ntemployedTorthis project Jn_the a. Contractor and bracing. U.L.RatedAssembiles-shaft bearthe UL_Classification_ 1-02 RELATED -WORD event the Contractor is _unable to attend, he shall send a b. Supplier B, Submittal of Record Documents and Samples. Marking_BZ,IZ) letterof_introductbn by the_Superintendent -n whichhe C. Manufacturer B- Related Work: 1. Exterior Framed Wall Areas: R-11 kraftpaper faced_wilth_ A. Sealants andL"kings:_ Section_07920 advises_the _Superintendent's.full name and states._thathe 5. Identification of the product, with the specification 1,02 RELATED REQUIREMENTS: flangesQnadggm B. Gypsum Wallboard: Section_09250 is assigned to the project and will be in full responsible section number. L Non-Load_bearingmetaLframing-.-Section_09%0 charge. Atthis_timeallParties_concerned will discussthe 6. Field dimensions, clearly identified as such. A. GeneralBequirements:_Divisionl 2. Gypsum wallboard:_ Section 09250 L03 REFERENCES - project unders=tractand_prepare a poronram-of_procedure, 7. Relation to adjacent or critical features of the Work B Foamed -in -place Insulation: Non -petrochemical based in keeping with the_requirements of the working drawings and_specdications. The Superintendent shalLhenceforth r materials. o mat 8. Applicable standards, such as ASTM or Federal B. Individual Specifications Sections: cturer s ce ' ' rid certificate Maputo rtihcates_a sofins ection• p Im QUALITY. ASSURANCE -fire retardanttwo_compQnent foaming insulation A. ASTM E.814 Fire Tests of Through -Penetration Fire Stops.,. B. ULButlding Mater[.als_D.uectoge-.Through-Penetration Fire makee-efforttoexpudfouslyco_ordinateallphases-of Specification numbers. A. Erector Qualifications: L Retail Full height from foundation toroof S WSystems_(XHEZband-Fi11�Vo or_Cavit�aterlals the work, including the required reporting procedure, to g 9 9. Identification of deviations from Contract Documents. 1,03 MAINTENANCE OEDOGUMENTS AND SAMPLES: masonry Lotst.beanng:_(R-14,2) (XHKft obtain the end resultwitWn the full- ur oseand_intentofthe P p 10. Identification of revisions on resubmittals. L Minmum3 years experience. -on -comparable C< Florida Building CodejFB" drawings and specifications-forthe.project. l 1. Contractor's stain p, initialed or signed, certifying to A. In addition to requirements.in_General_Condibons, maintain at the site for Owner one record copy of: formed metal framing projects, C Roof_.imiation: Factory--Mutual-Class I approved D, NFPA 70 - National Electrical Code. review of submittal, verification of products, field 2 Welders-"ifiedJnacc-ordance-erith AWS D-L polyisocyanuarte rigid board insulation with asphalt -LU VERIFICATION -OF _SURVEYDAIA: measurements and field construction criteria, and L Contract_Drawin s, g "Specifications impregnated facings, 1.04 DEFINITIONS: coordination of the information within the submittal B, Design Criteria. for the Design of Cold -Formed A. Prior to commencing any excavation or_ grading,_ the with requirements of the Work and of Contract 2.. Specifications. Steel SiructuralMembers,'American.lronand..Steellnstitute, � Retail A. Firestopping: A material, or combination of materials, to retain integrity Contractor shall satisfy himself as to the accuracyofalt survey-dataas_indicated-in-these plans-and-spesificatrons Documents. Submittals received without the Contractor's "checked" stamp will be cause for 3. Addenda` 4, Cha Ordersandothermodificat[onstothe � AISI, -Roof 2, Tapere�BoofInsulation,__1[4."_S.[oped_4°�4'J3oatds e of time -rated construct[on..by_maintaining_an effecti-va-harrieragamstthe-spreasl-oftlame,arn9ke,--and and/or as provided b the Owner. Should the Contractor R Y immediate return without further action. Contract, C. References: asses. It shall be used_in_s specific locations as follows: 9 p discover any inaccuracie"rrors, oromissions in_the 5. Reviewed shop_ drawings product data, and- surve data he shall_immediately no ' _the-Architectin y � tdY samples. 1. ASTM A446, Steel Sheet, Zinc Coated (Galvanized) PART 3. EXECUTION 1, Duct, cables, conduit, and piping penetrations through order that proper adjustments -can be anticipated_ and SECTION 01410 -TESTING LABORATORY SERVICES 6. Field test records, the Hot 0ipped_Process., 3,01 INSPECTION: floor stab and through time -rated partitions or fire walls. ordered, Commencement_by the Contractorafany 7. Inspection certificates. 2. ASTM A525 Specification for_Steet Sheet, ZincGoated excavatimior-gradina shall be held. as.an_acceptanceafthe 8. Manufacturets_certificates. (Galvanized) by the Hot -Dip Process, 2. Openings and pen etrationsintim-erated_partitions_or survey data b him after which time the Contractor has no Y claim_againstthe Owner resulting from alleged errors,_ PART 1, GENERAL B. Store Record Documents andsamplesinfieldoffice apart_ 3< American -Welding Society, Welding Code. A. Examine areas to receive insulation to insure protection_agatnstinclementm-atherand_other_hazards, fire walls containing fire doors. omissions -or_ inaccuracies -of the -said survey data. fromdocumentsused for_construction_Providefilm facks and.workprecedingtrades_if-c4mpleied. 1"05 QUALITY ASSURANCE and secure storage for Record Documents and samples. 1_03 BMI SUTTALS,. L03 LAYOUT OF WORK: 1.01 REQUIREMENTS INCLUDED: B, Check that avaUab[espaceis-of.sufficient.depth_for A. Submit manufacturer's product data, letter of certification. or C, 1 abet and #ile_Re-cord-Documents and_s.amples in A, Shop Drawings: requiredinsulation thickness. certified laboratorytesireportthatthematerial-or combination A. The Contractor shall employ an Engineer or Land Surveyor, A. Contractor shall employ and pay for services of an accordance with Section number listings in Table of of material meet requirements specified in AST_M_E814 and registemdinbe-State_.oLfJorid"ausehbnAo astabi[sha. independent testing laboratory to perform specified Contents -of the _Specifcatioons. L Shop_and_f"leldassembly details,_includingcuts_and C, Verify thatsubstrate is clean arid area_classifiedin._UL's_BuMngMaterials.DirectGry- permanent bench mark,-praviderefersnc_e-�or all building lines, grades, finish floor, curbs, pavement elevations, services and testing. D. Maintain documents in a clean, dry, and legible condition. connections, 2. Type and losat[on_of_shop-andfieldwelds, rivets, bolts. 3-02 INSTALLATION B, Materials shall meet and be acceptable for use by all three and_utility inverts. B. B. Related Requirements: Do_not use record_ documents for construction purposes andfastening_devices A. BlanketandBattJnsulation: model -building codes, Basic Building Code Uniform Building Cade�Standar_dBuilding_Code. 1.04 COOPERATION, Keep Record Documents and samples available for B ProductData: 1. Conditions of the Contract; inspection bvArchitect 1, F"sulabon_snugly-between framing. G. Materials shall _meet the requirements _of-NFPA70_-_National_ A. The Contractor erformina under_ W Contract and other p Inspections and testing required by laws, ordinances, 1. Descriptive data illustrating cold -formed framing system Electrical Code. contractors performing under separate contracts, are rules, regulations, orders or approvals of public 1.04 RECORDING: components including fasteners_and accessories. 2' Mamtam_mtearity of �nsulattorLover_entlreatsa toJze oftedtocoordinatetheir_work,nn orderthat-cDmtruct[on authorities. 2. Erection instructions containing sequence tions insulated. 1,06 SUBMITTALS: will_praceed without_harmor inconvenience to the Owner A. Record -information _on a_setof_b1ue1ine opaque drawings, and requirements_ for temporary bracing. 3. Carefully cut and fit insulation around pipes, conduits caused from failure to coordinate, to complete all work 2. Certification of products, test, adjust and balance and other obstructions. and A. Submit hop drawings, product data, certificates and according -to the -time -set _fo has per their.resnective of equipment, laboratory tests required, and B Provide -felt -marking Hens maintaining separate colors C, ficationthatmaterialsmeet 4• Do notinstall_insulation-re uiring_compression in manufacturer'sinstiUat[on-instructions under prov[simsnf agreements, standards for testing:Individual sections of for_eacl�malorsystem ior_rsccordmgsnformation` specification requirements, excessofi-0%. 5. Install in accordance with _manufactureis Section_01340. L05 AS-6UlLIDRAWINGS: specifications. C, Record_information concurrentlymAh construct[onprogress• instructions- B. Submit manufacturer's_product-data-for all materials -and Do not -conceal any workuntiLrequiredinformation -is PART 2, PRODUCTS prefabricated devices, in ri sufficient far A. Provide as -built drawings to the Architect on or before final 1.02 QUALITY ASSURANCE: recorded, B Faameslin placelnsulation ni fac site. lode identification at the job site. Include manufacturer's payment.forthe nrojecL 2.01 ACCEPTABLE MANUFACTURERS- instrLcti.onsforinstallation, A. Meet "Recommended Requirements for Independent D. Contract Drawings and_Shop-Drawings:__ Legibly mark each 1, Install insulation in accordance_ with manufacturer's B, The intent is that the said drawings or plans shall show the 9 Laboratory Qualification", published by American Council item to record actual construction, including: A, Provide metal studs tem as manufacture a ofthe ys instructions, C. Submit shop drawings showing proposed material, exact locations as installed_of all_undergroundand of Independent Laboratories. following. providing manufactureLsltroduct�omplies with tzomp 2. Maintain_contk t Dfinsulation-Mthoutgaps_or_ reinforcement, anchorage. fastenings and method of otherwise.concea[ed-conduit-piipennd_durth es_which L Measured_depths-ofalementsOffoundation_in_ Florida Builidng Code productre_quirements. voids,installation Construction_detailsshall accuratelyreflect_actual were not installed exactly as shown on the _original contract B. Comply with requirements of ANSIIASTM E329 and relation to finish first floor datum. C Roof Insulation: job conditions drawings, ANSI/ASTM D3740. 2. Measured horizontal andvertical locations of. L G.S.Gyp d Buildup Products Division 2. U.S. Gypsum Company C. Pipe lines and ducts which are installed in furredspaces, C. Authorized and licensed too operate in the State of Florida. p underground utilities and appurtenances, referenced to permanentsurface_improvemsnts 3, Diee-1-Inlndustries 1- Installrigidhoardinsulation withjoints_parallelto bean surfaces. Install all Hanel joints rig j Yer_bearmg 1,07 DELIVERY, STORAGE, AND HANDLING: pipechases,orother spaceswhich_canl�e_readily_ 4 DaleL_lncor surfaces` inspected by the use_of access oanelsor other means of access will be considered as being concealed. D. Submit copy of report of inspection of facilities made by 3. Measured locations of internal utilities and 2.02 MATERIALS: mechanical fasts 2 {nstalLapprovadmechanHers in_patte[n andp A. Deliver in original uno ened containers or packages bearing p g g Materials Reference Laboratory of National Bureau of appurtenances.concealed in construction spacing-ME-M- L-941ecommendatiorm manufacturer's names, brand designations, and product D. Iheslrawingsshall_be drawnfo.scale ontransparentpaper Standards (NBS) during the most recent tour of inspection, referencedto_visibleand-aceessiWefeatures_o# A. 1.6-ga, and heavier structural members: ASTM A653, Grade_D 313 CLEAN-UP: descriptions. or_sepia _line prints of the contract drawings._ If sepia line with memorandum of remedies of an deficiencies reported y p construction. galvanized, with a minimum yield pointof50,0Q1Zpsi, B. Store materials under cover and protected from damage. prints_are_used,_the_sepiaiines shall_be deleted as required and inklines,uk ed_therdo tol_otherapproved_method)_to by the inspection, 4. Field changes of. -dimension anddetail. B. 20 ga., 18 ga, and lighter structural members:__ ASTM A653, A. Remove.and_dis ose off the site, excess_materialsJtter, • provide complete as -built drawings. E. Testing equipment shall be calibrated at reasonable Grade-galvanized,_wdh..ajmnnumyreldpomtof 33,Il00_pw. and_dehrisleavinawork areasitLaoleanoondition. C. Do not use damaged materials. E. The seoia_prints may be purchased_from_theoffis�eof the intervals with devices of an accuracytraceable to either � 5< Changesmadeby.Modifications. C. Accessories: Cold -formed manufacturer's 1.08 SEQUENCING/SCHEDULING: Architect, NBS Standards or accepted values of natural physical 6. Details not on original Contract Drawings, standard" constants. A. Coordinate the work of this section with work performed under 7- References torelatedshop irawtngsand 2,03 FABRICATION: other sections of the Project Manual. SECTION 01340_- SHOP DRAWINGS, PRODUCTDATA,AND SAMPLES 1.03 LABORATORY RESPONSIBILITIES: Modifications A. Formmembers to manufacturers_standardshapes.meetii�g PART 2. PRODUCTS A p e with Architect and Contractor; provide qualified Cooperateq E, Specifications: Legibly_ mark-eachctual design criteria. 1.01 GENERAL:. personnel at site after due notice. construction, including: 2.01 ACCEPTABLE MANUFACTURER: A Submit Shon Drawino�s. RroductData,and Samples B. Perform specified inspection, sampling and testing of 1. ManufacturerTtradenaroe,ansicataloa number of B- Cut framing-nembersto fitaquarelyagainstabutting members- A. Provide Firestopping •n materials specified r pp gproducts of the required by the Contract Documents. products in accordance with specified standards. each product actually installed, particularly optional C_ All frami members sha ized b he hot -dip rig Il be galvan yt following manufacturers: itemsaad_substituteitems. process .[ accordance_withASTMA525,-G-9D_CQating 1. Electrical Products Divisiont 3M, St. Paul, MN 55114. L02 SHOP DRAWINGS C. Ascertain compliance of materials and mixes with 2. Changes made by Addenda and Modifications. Designation. A. Drawings shall be presentedin a clear and thorough requirements of Contract Documents, 2. Fire Stop System, Dow Corning, Midland, rmanner._Details_shall_ beidentifiedby_referencetosheet F_ Other Documents:_ Maintain_manufacturer's certifications, PART 3. EXECUTION Michigan, 48686 and detail, schedule or room numbers shown oft Contract D. Promptly notify Architect and Contractor of observed inspection certifications, field test records required by Drawings irregularities or non-conformance of Work or products. individuaLSpecificati.ons sections, 3M ERECTION: 3. Flame Stop, Flame Stop, Inc., Roanke, TX 76262 103 PRODUCT DATA: E. Perform additional inspection tests required by Architect or 1,05 SUBMITTALS: A. Erect_metal framing -in _accordance. with manufacturer's 4. USG Interiors, Inc., Chicago, IL 60680 A. Preparation, Owner. A. At Contract close-out�deliverRew.rd-Dacumentsand mstractims-and reviewed shop_drawings. B. Use only products manufactured by the same manufacturer. 1 Clearly mark each c6D�t0 identifi� pertinent products F. Promptly submit written report of each test and inspection. samples to Architect for the Owner. Bs Position -plumb square,andAme to_line 2.02 FIRESTOPPING MATERIALS: or -models Include date issued, project title and number, testing laboratory B. Transmit duplicate, listing: � C. Attach securely to each side of flange or web of 2. Show performance_ characteristics and capacities. name, address, and telephone number, name of laboratory inspector, -the the top-andbottom tracks A. Firestopping materials shall constitute one or more of the 3 Show dimensions_and clearances required• date and time of sampling or inspection, record of temperature L Date. following products or products comparable by the other specified 4, Showmiring or piping diagrams andtontrols, and weather conditions, date of test, identification of 2, Projectt►tle- and -number. D, Wire tying of components is not permitted, manufacturers. product and specification section, location of sample or test 3. Contractor's name, address and -telephone number, B, Manufacturers standard schematirArawings and diagrams the Project, type of inspection test, results of tests and 4. Number andtitle_ofeach Record Document R Danotsp[ice.members. 1. 3M Brand Caulk CP-25 a compliance with Contract Documents. c S. Signature of_Coniracto-of-authorized.representative, 2. 3M Brand Putty 303 1. Modify drawings and diagrams to delete information F Install bridging[n_accordance_with _manufacturer's 3. 3M Brand Wrap/ Strip FS-195 4, 3M Brand Composite Sheet CS•195 which-isnot applicable tothe_Work. 2, Suonlementstandardinformat[on_tonrovide_ 1. Testing Distrubution. One copy to each of the following: recommendations 5. 3M Brand Penetrating Sealing Systems 7900 Series information specifically applicable to the Work. a. Architect G_ Performwe[ding-m-accordame_with_AWS_DIA. B. Firestopping material shall be asbestos -free and capable of 104 SAMPLES: b. Owner maintaining an effective barrier against flame, smoke, and C. General Contractor SEC IOR07200_-_INSULATION gasses in compliance with the requirements of ASTM E814. A. Samples -shall be9f sufricientaize and_sluantity to_clearly d. Structural Engineer illustrate: e. Record Documents File PART 1. GENERAL C. Materials shall be suitable for the firestopping of penetrations made by steel, glass, plastic and insulated pipe. L FunctionaLcharacteristics Qf the_pTDAuctwith G. Interpretation of test results, when requested by Architect. 1.01, COND1TIONSAND_REQUIREMENTS: D. insulated pipe, the classification must not integrally_related partsand_attachmentdevices. nsulating require removal of the nsulation. re i 2. Full range of color,_ texture, and pattern. A. All provisionsthe Con of ditions_of the �ontractapply tofhis 1.04 LIMITS ON TESTING LABORATORY AUTHORITY: Section. E. The rating of the firestops shall be one (1) hour, but in no case 1.05 CONTRACTOR RESPONSIBILITIES: C. Related Reouirements�oecified Elsewhere: less than the rating of the time -rated wall assembly. A. Laboratory may not release, revoke, alter or enlarge on A. ReviewShopJ3rawings, ProductData,-and Samples prior_ requirements of Contract Documents. 1. Built-up Roofing:Section 07500 PART 3. EXECUTION to submission, 2. Gypsum_wallboard: Section_09250 3.01 PREPARATION: B. Laboratory may not approve or accept any portion of Work. B, Determine _and_verify: 1.02 QUALITY ASSURANCE: A. Clean surfaces to be in contact with firesto in materials, rust RR 9 L Field_measurements. G. Laboratorymay not assume an duties of Contractor. Y Y A. Quality_Controls_ProNidemanufactureLswritten or other substances that may affect proper fitting or the required 2. Field_c-onstruction criteria D. Laboratory has no authority to stop Work. certification that products intended for use meet fire resistance. 3. Catalog numbers and similar data. specified requirements 3.02 INSTALLATION: 4 Conformancesdrih-speciftcations. 1.05 CONTRACTOR RESPONSIBILITIES: B. Applicator Qualifications:_ Acceptable to insulation C. Coordinate each submittal_ with requirements of the Work_ mater_ials_manufacturer. A. Install firesto m materials as indicated, in accordance with RR 9 and -of -the ContractDocuments, A. Deliver to laboratory adequate samples of materials manufacturer's instructions. proposed to be used which require testing, together with 1.03 SUBMITTALS: D, Notify the Owner, in writing, at time of submission, of any proposed mix designs. B. Seal all holes or voids made by penetrations to ensure an deyiat[onsin theubm sitta[sfromequ rire.ments-ofthe A. Product data and installation instructions. effective smoke barrier, Contract -Documents.. B. Cooperate with laboratory personnel, and provide access 3.03 FIELD QUALITY CONTROL: to Work, and to manufacturer's operations. B. Samples: Identify with manufacturer's name. brand-riame, �y E, Begin_no fabrication_or_work_whichrequires submittals until B"valueandcompos... A. Examine firestopped areas to ensure proper installation prior retgin_of submittals. C. Provide incidental labor and facilities to provide access to d in C. Psovide verificationoLmnibatibility with- B.U.R System to concealing or enclosing firestopped areas. work tested, to obtain and handle samples at the site 1,06 SUBMISSI.QNREQUIREMENM or at source of product to be tested, to facilitate inspections 1,04 PRODUCT_ DELIVERY_ AND STORAGE: B. Areas of work shall remain accessible until inspection (and and tests, and for storage and curing of test samples. approval) by the applicable code authorities" A. Make_submittals-promptlyJn_accord.am with approved A. Deliver materials in original packaging withlabels intact schedule, and insuch_sequence as to_causeno_delay in -the D. Notify Architect and laboratory 24 hours prior to expected identifying manufacturer, contents, brand name, Rvalue, Work or in the work of any other contractor, time for operations requiring inspection and testing services. B. Store off the ground-Pr4tectagainst_weather,_ B. Numberof-submittals-required. condensation, and damage. 1. Sbop-Drawino�s: Submif_onereeroducible_ 1-05 SCHEDULING: transparencyand_two opaque.reproductions. 2. Product Data, Submit the number of copies which A. Coordinate instaIW:ioftmAI _other trades whosework may the Contractot_requires- be affected or have effect. 3. Samples:._Submitin quantities required by the Architect._ Generally, two j2)_color, _finish and texture samples, W vm U-)U co N r` z O CJ) C, O _0 0_ = `N W O �n ._J LL ¢ [� w Q o w w m H u_ z 0 U o)o w I 0 M10 < rn F- L0 I- o 0 ¢ 00 _LO r; 0 0 L6 0 M - x o CU o LL U - M F_ L a) G M (D Ln 0 �i U) M F- _= - = LL, cn= Q O� �Ui_ LL W_ U Z � 0 � ti--- O Q U zoo < Qry m n = = 3:1 Is Q 0 CO W Ln LO r`- REVISIONS DATE Contract Permit Bid Date 3/10/21 Scale AS NOTED Drawn HT Job 2021-23 Sheet A0.02 SECTION_0792(L--SEAL ANTS AND LALKINGS PART-1. Gf RAL SECTION 09250_- GYPSUM WALLBOARD PART 1. GENERAL SECTION 09900 • PAINTING PART 1. GENERAL 3.03 APPLICATION AND WORKMANSHIP: A. Perform work using experienced, skilled painter in accord with manufacturer's published directions. Mix and thin paint -SECTIoNI.5440_�IRE-PROTECTION PARTI. GENERAL GENERAL NOTES 1. GENERAL CONTRACTOR MUST HAVE THEIR OWN SUPERVISION ON SITE AT ALL TIMES WHEN SUBCONTRACTORS ARE WORKING, DELIVERING 1.01 CONDITIONS AND REQUIREMENTS: only as prescribed by the paint manufacturer. MATERIALS TO THE SITE OR ARE ON SITE FOR ANY OTHER REASON. 111 CONDITIONS AND -REQUIREMENTS: I.01 CONDITIONS AND REQUIREMENTS: B. Apply paint using brush or roller. Application methods used 1,01 SECTION INCLUDES: 2. AS A CONDITION OF THE CONTRACT, THE CONTRACTOR SHALL REMOVE FROM THE PROJECT MANAGEMENT TEAM ANY INDIVIDUAL WHOM THE A. All provisions of the Conditions-of_the ContractappLy-toAhis A AILprovlsions of the C9ndttions_af theEontractapply to A. All provisions of the Conditions of the Contract apply to this Section. shall provide complete coverage, uniform colors, specified A Fire-p[otection.systems_Yll9[k__fo[Betall Building and Canoov Ares ARCHITECT, AT HIS SOLE DISCRETION, DETERMINES IS UNCOOPERATIVE, OBSTAINENT OR WHOM SUBSTANTIALLY HINDERS THE PROGRESS OR DESIGN INTENT OF THE PROJECT. Section. -this Section. B. Description: Provide all painting and finishing of surfaces thicknesses, desired sheen and approved texture. Cut in edges by brush next to trim, abutting items and internal antLb)tTeaukamentsefthis Section, B. Related_RequirErnsnts SpecifiedFlsewhere as indicated on the Interior Design drawings. corners. Repaint any surfaces where differences occur in 3. DRAWINGS: ALL CONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS, CONTRACTORS ARE RESPONSIBLE FOR COMPLETE ITEMS "EXTRAS" B. Related Requirem.enis_SpEcified_Elsewhere: coverage, or where surfaces contain runs, sags, brush B. Providefire_protection service from b�tilding_entranceto REVIEW. AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE SET OF DRAWINGS. NO FOR MISSED ITEMS IN OTHER SECTIONS C. Related Requirements Specified Elsewhere: marks, air bubbles, or stipples. double_detector checlLvalveassembly, fro m.fire protection WILL BE PERMITTED. THE CONTRACTORS SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY AMBIGUITY, INCONSISTENCY OR ERROR WHICH THEY 1 Flashing and sheet_meial;__SectiotLQ7600 1. ColtiFormed MetaLFraming;__$eotionQS400 risertodistribution sv stem. distribution piping from_ DISCOVER UPON EXAMINATION OF THE CONTRACT DOCUMENTS, THE SITE, OR LOCAL CONDITIONS. GENERAL CONTRACTOR SHALL DISTRIBUTE 2. Cement nlastel:__Section49220 Section00 3 Gypsmuwallboard` 925 2. Insulatiom Section-07200 1. General requirements: Division 1 C. Spray application is acceptable, unless indicated otherwise. distrib iisystemto sprinkler-Mad_Imations< COMPLETE SETS OF DRAWINGS TO ALL SUBCONTRACTORS. DO NOT SEPARATE DRAWINGS BY DISCIPLINE. DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED ON DRAWINGS. 3, Firestoppmg;_SecUon 07270 2. Sealants and calkings: Section 07920 1.42 QUALITY 4. P_on land_Oement P_lasteriSadion_09220 ID. For each coat of paint used, use lightly different shade than C. Provide a omplete_Ordinary Hazard Occupancy, Group2),_wel 4. COMPLETENESS: ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS, NOR SPECIFIER, BUT WHICH IS OBVIOUSLY NECESSARY TO -ASSURANCE: P 5. _ Painting., Section 0.990 g QUALITY ASSURANCE: 1.02 U L Q preceding coat to distinguish venous coats.O automatic__s rinkler s ste m Iete_an -readyfor e mc9 d pipe,R Y R- COMPLETE THE WORK OF A SIMILAR NATURE R T L E A E 0 0 COMPLY WITH ALL CODES SHALL BE FURNISHED WITHOUT ADDITIONAL COST T THE OWNER A. Ap-plicator-Quatificati-ons:_Minimum 2 years in operatton--fire_protection--system-sbalLbe_designed_andinstalled.in OR THE ARCHITECT. ALL CONTRACTORS ARE RESPONSIBLE FOR KNOWLEDGE OF AND COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES -experience Rg sealants. 4.02 QUALITY_ ASSURANCE: A. Include on label of containers: E. Apply succeeding coats only after paint is thoroughly dry in accordance with NFPA Standards No. 13 and 14. AND REGULATIONS. A. Refer_ence.Standards: 1. Manufacturer's name accord with manufacturer's published directions. 1.112 QUALITY ASSURANCE: IN THE CASE OF CONFLICTING QUANTITIES/VALUES, THE GREATER AMOUNT OR THE ONE OF GREATER VALUE SHALL PREVAIL AND BE PROVIDED BY 1.03 SUBMITTALS: 2. Type of paint THE CONTRACTOR AS A PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL 9. Gypsum Association,"Recommended_Specifications 3. Manufacturer's stock number F. Seal tops and bottoms of all doors. Finish side edges of doors same as faces of doors. A. Bflanufacturer�:�irmeregularly_engaged.�themanitfacture COMPENSATION. A. Product Data: Jwo_copies9iprQdu t�manufacturer,s speclflcaiions-lot-sealant,backft-ad-related-materials. for_theApplication and Fm�shm¢of_Gypsum Board,- "GAr216. Keep copy_of_GA-216 in field office for 4. Color 5. Instructions for reducing, where applicable of fire protection_pil ins systems products�of types, o materials and sizes required, whose prducts have been in_ IN THE CASE OF CONFLICTING OR INCONSISTENT INFORMATION, THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL AND BE PROVIDED BY THE duration of project. 6. Label analysis H. Before painting, remove or provide ample protection of satisfactory_ use in.similar_seryice _for.notless ihanfive CONTRACTOR AS A PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL COMPENSATION. B. Color chartforcolor selectionby Architect. hardware, accessories, plates, lighting fixtures and similar years` B� Acceptable Manufacturers: 1.03 SUBMITTALS: items. Replace items when painting is completed. DEVIATION FROM THE CONSTRUCTION DOCUMENTS REQUIRES THE WRITTEN APPROVAL OF THE ARCHITECT. ALL MATERIALS AND METHODS OF C Samples _One_cariridge_of�achtype and-each tr ' I. At completion of work, touch up and restore field painted B. Installer: System shall be installed by a licensed Contractor CONSTRUCTION SHALL COMPLY WITH ESTABLISHED STANDARDS OF PRACTICE BY RECOGNIZED AGENCIES, ASSOCIATIONS AND MANUFACTURERS beused; samples bac kmg_mate rlaL 1. Gold -Bond B_uilding Products A. Application procedure and materials. A minimum of sixty finish where damaged prior to occupancy. withetleastthreeltears_.of successful.installation_ APPLICABLE TO SPECIFIC CONSTRUCTION TRADES. 1 Q4 PRODUCT DELIVERY, STORAGE AND_HANDLING; 2 United -States Gypsum Company (60) days prior to initiating this work, submit for approval manufacturer's published application procedure, and a experience.on-pmje-cts_withJim-protection--pipingsystems- workeimilar�o_thatrequired_foLthis project 5. SUBSTITUTIONS: NO SUBSTITUTIONS OF SPECIFIED MATERIALS OR EQUIPMENT WILL BE ACCEPTED UNLESS WRITTEN REQUEST FOR APPROVAL � SUBMITTALS: list of materials proposed for each coat, including names 3.05 INSPECTION: HAS BEEN RECEIVED BY THE ARCHITECT AND THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL BY THE OWNER. A. Deliicetmaterials�oJ'iginaleealed contaiaers_o[�ackages with manufacturer's name. labels, pr4ductidentiftcation and numbers of each project. A. Do not apply additional coats until completed coat has been C, FM Compliance.Comply_with-Eactory_Mutual_ Approved SUBMISSION OF REQUEST FOR SUBSTITUTION SHALL CONSTITUTE A REPRESENTATION BY THE CONTRACTOR THAT HE: lie A. For information only, submit 2 copies of manufacturer's inspected by the Architect.. Guide", WILL PROVIDE THE SAME WARRANTY FOR PROPOSED PRODUCT AS FOR THE SPECIFIED PRODUCT. ifi speccations_ and installation instrmctionsfor.each type -of B. Samples: A minimum of fourteen (14) days prior to the WAIVES ALL CLAIMS FOR ADDITIONAL COSTS AND TIME EXTENSIONS WHICH SUBSEQUENTLY MAY BECOME APPARENT AND WHICH ARE 1.05 GUARANTEE: wallboard and accessory required. purchase of paint and initiating this work, install a B. Onlyinspected coats of paint will be considered in I? R D. FM_ Latzels:_Provide-sprinkler_products-bearing_FMep_proval CAUSED BY THE CHANGE. 5' x 5' panel of each type of paint color specified for final . determining number of coats applied. labels, - WILL REIMBURSE THE OWNER FOR ADDITIONAL COSTS FOR EVALUATION OF THE SUBSTITUTION REQUEST, REDESIGN IF REQUIRED, AND 1.04 PRODUCT HANDLING paint approval. Final paint color approval shall be made REAPPROVAL BY AUTHORITIES HAVING JURISDICTION IF REQUIRED, A. Guarantee-work_againsi leaking, cracking and_separating from..adjacentmaterial-fora period of_ ive 15) y-ear..s_after A. Deliver in manufacturer's unopened bundles or packages by the Architect only. C. Inspection by the Owner, Owners Representative, Architect or E. NFPA- osier__Comply_with.-NFPA13_"lnstallation_of_ SpdnkleT-Sy stems-",-andNFFA 14 "Standard.for_Installation- SUBSTITUTION REQUESTS WILL NOT BE CONSIDERED WHEN SUBMITTED DIRECTLY BY SUBCONTRACTOR OR SUPPLIER. final -acceptance. fullyidentified_withsnanufacturees name -brand, ty-pe,-and 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING: other parties does not relieve the contractor of their responsibilities, obligations or warranties of Standpipe and Hose Systems". THE ARCHITECT WILL DETERMINE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION. grade. PPARI2. PRODUCTS A. Deliver materials and store on the site in original 3.06 PAINTING SCHEDULE: F, UL Labels: Provide fire sprinkler_ products which have been WHEN THE PROPOSED SUBSTITUTION IS NOT ACCEPTED, PROVIDE THE PRODUCT (OR ONE OF THE PRODUCTS, AS THE CASE MAY BE) SPECIFIED. B. Protect from_ weather,-soiling,.and.darnage using handling containers, unopened, with manufacturer's labels and approved. and labeledttlnderwritem Laboratories. equipment and storage techniqueerecommended by the identification legible and intact. 6. GENERAL CONTRACTOR REQUIRED TO KEEP ALL DRAWINGS ON SITE POSTED WITH LATEST DATE DRAWINGS, REVISIONS, SUPPLEMENTAL manufacturer. A. Provide surface finishes, locations and type of coating in G Obtain approval of State aMarsha ll_and other governing_ INSTRUCTIONS, ETC. FROM THE ARCHITECT. FAILURE TO DO SO WILL RESULT IN REJECTION OF ANY AND ALL PAYMENT REQUESTS. 2.01 MATERIALS: B. Comply with health and fire regulations. accord with the following schedule, and as necessary to authority. complete all painting. Carefully examine the requirements 7. N/A A. Sealant for ExteriotMasonryDontrol_Joints IPolyurdhane- PART 2. PRODUCTS 1.05 JOB CONDITIONS: of all sections of the specifications for this project as to the base: location, extent and nature of painting work required, and to 1,03 SUBMITTALS- 8. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, A. Environmental Requirements: include such items to painted which are not specifically R y CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE CONTRACTOR SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH L Pecora._Dynatrol_I 2.01 STANDARD OF COMPARISON: included in the schedules. A. Refer to Section 01300, SUCH ORDINANCES, LAWS, CODES, RULES, OR REGULATIONS AS A PART OF HIS BASE CONTRACT WITHOUT INCREASE IN COST TO OWNER OR ARCHITECT, THE WORK SHALL INCLUDE ALL FIRE PROTECTION SYSTEMS, AND ANY AND ALL WORK AS REQUIRED BY THE INSPECTION AGENCIES m 2. Treco: _Dymoivc 1. Comply with manufacturer's recommendations as to HAVING JURISDICTION. 3, V_ulkem.._116 A. Unless otherwise specified, materials as producedtiy environmental conditions under which coatings and B. Exterior Surfaces: B. Provide oo drawingswifticomplete layout - drawings -of -United States Gypsum (USG) are specified herein as a coating systems can be applied. N/A fire protection _an-d-sprinklersystem, including head 9. DOCUMENTATION: THE GENERAL CONTRACTOR SHALL KEEP A RECORD OF ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS. HE SHALL B, Sealant%tJnterior_Masonry_C _&ol_Jomts with_Eh__Ratmg mce. standard of auality_and.perforan locations-for approval. Obtain�approval from governing NEATLY AND CORRECTLY ENTER IN COLOR PENCIL, ANY DEVIATIONS ON THE DRAWINGS AFFECTED AND SHALL KEEP THE DRAWINGS AVAILABLE unto_3t"_ide:_jModified-acyrlic latex basO 2. Do not apply finish in areas where dust is being generated. C. Interior Surfaces: agency- FOR INSPECTION, 2.02 MATERIALS: 1. Glazed Epoxy (see Room Finish Schedule 1. Pecora:_AC-2_QFTR B. Surfaces to Receive Work: To be smooth, even, sound, Reference): C. Submit_certificateupon-completion-of_fire 10. UPON COMPLETION OF THE JOB, BEFORE FINAL APPROVAL AND SUBMITTING FINAL PAYMENT REQUEST THE GENERAL CONTRACTOR WILL A, Gypsum_Wallboard: thoroughly clean and free of defects which would adversely 1 coat S-W Water Based Catalyzed E O y Epoxy Primer _protectknipiping- work which indicates that work has been tested in MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND SHALL CERTIFY TO THE ACCURACY OF EACH PRINT, THAT THE WORK IS COMPLETED ACCORDING TO ALL CONTRACT DOCUMENTS, AND THE CORRECTIONS TO THE DRAWINGS BY SIGNATURE THEREON AND DELIVERY OF THE SAME TO C. SealantforExterior ow (Siliconebasej: affect application of this work. Moisture content of masonry, (On wallboard) accordance with NFPA 13 and NFPA 14, and also that THE ARCHITECT. 1. Re_gular_aoard:__ASTM G3�-Ktaperededgeand concrete and plaster surfaces should not exceed fifteen (15) (2) coats S-W Water Based Catalyzed Epox systeInis_operational c9mplete, an.d_withoutdefect. t, PPP=-ra. NA square edge. percent. Use a moisture meter to determine degree of 2. Wood: 11, COORDINATION: GENERAL CONTRACTOR RESPONSIBLE FOR ALL COORDINATION OF ITEMS BETWEEN ALL DISCIPLINES, PRE -INSTALLATION 2. Tremco Spectrem2 moisture prior to painting. Thoroughly wash surfaces (1) coat S-W ProMar 200 Interior Enamel Undercoater 1,0A GUARANTEE: MEETINGS AND COORDINATION DRAWINGS ARE REQUIRED FOR ALL MATERIALS WHICH ARE SEAMED OR JOINED, AND AS SPECIFIED ON THE 3. GE:_Silglaze N SCS2501 2. Fire-rated_Board:_ASTMD36�Z$tIype'X,.Firecode containing excess alkalinity as recommended by paint 1 coats S-W ProMar 200 Interior Latex Gloss Enamel ( ) DRAWINGS. 4. Doer Comkllg Dow Corning-Z20 'C',_tapeted-edge. manufacturer. Surfaces which do not meet the tolerances A. Contmdocshall_guarantee.fire sprinkler.w-orkand-materials_ of quality requirements imposed within the specifications for -potiodof..onellj yiatfrom.slate_of final_acceptance-of_ SITE CONDITIONS: THE CONTRACTOR COMMENCING THE WORK ACCEPTS THE CONDITIONS OF THE SITE AND THE COMPLETENESS OF THE D� Caulks forinteriorslse fAcrvliebasel: B. Gypsum Wallboard Accessories: Provide-in-accotdamce governing substrate construction shall be repaired or building. C CI CONTRACT DOCUMENTS. ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE with_GA-GA replaced prior to installing this work. ARCHITECT PRIOR TO BEGINNING THE WORK, NO EXTRAS SHALL BE ALLOWED FOR DISCREPANCIES AFTER THE WORK HAS BEGUN. 1. Pecora:AC20 2. Tr cora:- C-20 AcrylieLatex 834 1. Comer beads,_casing and_ tdmbeadsL6ahwized C. Coordination: Install window glazing, sealing, exterior PART 2. PRODUCTS 13. LOCATIONS OF EXISTING OR PROPOSED UTILITIES AND STRUCTURES INDICATED ON THE DRAWINGS ARE APPROXIMATE ONLY, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTENCE AND ACTUAL LOCATIONS OF SAME OR ANY NOT SHOWN PRIOR TO EXCAVATION S. Bostlk:-Chem'Calk-644 sted doors, and all roofing completely, prior to application of this OR CONSTRUCTION, REPAIR OF DAMAGES RESULTING THEREFROM SHALL BE BORNE BY THE GENERAL CONTRACTOR. 4. Sonnebor°-Sanolac work. Mask, cover, and protect by removal, if necessary, 2. Control joint: USG�093,_or approved equaL adjacent materials and surfaces. SEC I-1.0999--MISCELLANEOUS SPECIALTIES 2 01 PIPING: 14. PERMITS: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, LABOR, EQUIPMENT, ETC., AS MAY BE REQUIRED FOR A E. Sealants for_Traffic_Joints COMPLETE PROJECT. 1. Traffic -Type Joints`_C-920,_TlIReM'_G['adeP,- 3. Reinforcing tape, _joint compound: ASTM_C475, and as recommended b manufacturer_ of_g_ypsum_boar_d. y_ D. Protection: 1. Cover or otherwise protect finished work of other PARL1. GENERAL A. Inside�iping:_Schedule4Qblacksteelwiththreaded._ fittings_orSchedule_10With welded, roll grooved pineend THE CONTRACTOR SHALL FORWARD TO THE ARCHITECT A COPY OF ALL APPROVED PERMITS, DRAWINGS AND CODE COMPLIANCE ADDENDA WITH Class 25�11se T--(F�st D[ymg) painted concurrently trades and surfaces not being P Y couplings4rcopper, type_"1",_withlaraised-.connections PLAN EXAMINERS COMMENTS WITHIN 48 HOURS OF RECEIPT OF THE SAME AT NO COST TO THE ARCHITECT. F. Joint 4. Fasteners for attaching gypsum board: (GA-216) or not to be painted. "Wet 1 01 BEDUIREMENIS' ANY ADDITIONAL WORK REQUIRED AS A RESULT OF THE ABOVE SHALL BE PROVIDED BY THE CONTRACTOR AS A PART OF HIS BASE CONTRACT -Filters- 2. Provide Paint' signs as required to protect A. WorKincluded B. OtheT-steel-pipe.-Listest_andApprove"xterior AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL COMPENSATION IF THE CONTRACTOR FAILS TO COMPLY 11 F�retilocknag m�terial�-Ultra Block_byPecora" a. Onmetal framing:_TypE S_orsype5-12,_as newly painted surfaces. galvanized. Joints to be threadedltteGcordance With WITH PROVIDING THE APPROVED PLANS OR ADDENDA TO THE ARCHITECT AS SPECIFIED ABOVE. recommended by manufacturer. PART 2. PRODUCTS A. Fire extinguishers ANSI B 2.1 or welded in accocdance�yith_AN.SI_B 31..1. 15. INSURANCE: THE CONTRACTOR SHALL CARRY INSURANCE AS REQUIRED BY THE OWNER AND ALL STATUTORY REQUIREMENTS. Z Traffic.Type,Ioint& Approximatety_7Q_durometer 5, Adhesive: -As mwmmendedbytrmanufactureLof C. Fittings may be_125 }toundthteaded cast irontcut-groove- solid neoprene-sized-toofitjointwidths_ depths_ gypsum board. 2.01 ACCEPTABLE MANUFACTURERS: 102 SUBMITTALS: mab16. ro-sMIove iro wt Meer PROTECTION: GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO PROTECT THE PUBLIC FROM steel imen o coif ble with steel_welded_andshall_bedimensionally compatible lyittL INJURY AND ADJACENT PROPERTY FROM DAMAGES DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES. THE GENERAL CONTRACTOR SHALL 3 AILOther Joimts:lerformed polyethylene foam�.ordt. C, AcousticaLAccessories: painting P painting A. Provide first line aintin roducts for all aintin done, A Manufacturer -catalogue lats'_Rroductdata-sheeis'end -a the i e._ pipe, ALSO BE RESPONSIBLE FOR PROJECT SECURITY FROM THE START OF THE WORK UNTIL THE OWNER ACCEPTS THE PROJECT AS TOTALLY COMPLETE. closed-celLsiwmge-butyl-cord,-ot ureihaneJjoam using specified products of the following manufacturers or equal: installation instructions_for each item specified. strips sizedjor3010 corrpression_in-i&ts,.as om recmended-bys-ealantmanufacturer,_am-d-which 1, SealanL-Tremco "AcousticaLSealant„ or approved 1. Sherwin-Williams 13 Maintenance data for esachitem. D. Outside piping-shaUte-ductilen wateriromainwith 250 psi. 17. THE CONTRACTOR IS RESPONSIBLE FOR ALL PRODUCTS AND MATERIALS STORED ON SITE OR IN PLACE UNTIL THE OWNER ACCEPTS THE equal. 2. ICI Paints rated cast iron fittings PROJECT AS COMPLETE, INCLUDING TENANT INSTALLED EQUIPMENT, iecompatihle-with the,sealanL 3. Benjamin Moore 2. Insiilatiori`Ses<SectioiL072110. 2.02 SPRINKLER VALVE:. 18. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS DAILY FROM JOB SITE. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED G. Bood Breakers-Wherejoints_are_n4tof-uffi_cient denthto B. Use only products manufactured by the same manufacturer PARS PROD0M WITHIN LIMITS OF CONTRACT. ond�re receiveck-uo -ba_�_.imstalllyethyleneb eking tape�tbackof joint for succeeding coats after application of a primer or first coat 201 FIRE EXTINGUISHERS A P[ov►de automatic -sprinkler valye�erithtlolKsietectors+- switch. insideeLectrical alarm. with breaker._ 19. GENERAL CONTRACTOR IS RESPONSIBLE TO HAVE ENTIRE AREA CLEAN AND SPOTLESS AT TIME OF TURN OVER, FINAL GLEANING SHALL BE TO PARTS. EXECUTION C. Provide well ground coat, free from caking, thickening or pressure -.circuit drain -and pressure gauge as required by_NFPA 13 at each. THE LEVEL EXPECTED FROM A COMMERCIAL CLEANER HIRED TO CLEAN A BUILDING FOR A BUILDING OWNER. H. Primer Tygeas_recommended-by_the_m.anufacturer_ofAhe sealantmaterial.�providingit-maw" settlingin the container readilybroken with a addle to a p A Acceptable Manufacturers: floor,_Interlock to fire �tarm-system. PERFORM GLEANING IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OR FABRICATOR OF THE PRODUCT OR SYSTEM, and-compatible-withtliesealaitmaterial_and-substrate, 101 GYPSUM BOARD_INSTALLATLON. smooth consistency. 1. Larsems Manufacturing Co., Ft. Lauderdale -FL 33311 USE ONLY CLEANING MATERIALS AND TOOLS WHICH ARE SPECIFICALLY RECOMMENDED, WHICH ARE NOT HAZARDOUS TO HEALTH OR PROPERTY, causena no-sta ik4-of same. _(Noteil ota"-ealantsseguire A. Install gypsum board in accordance with recommendations D. Deliver paint to the project site ready -mixed, in selected colors. p l y 2. alter Kidde CD_BeIWvilley NJ -Q7409 B. Alarm_cbeck-valyes_shall be of the differential -Groot valve VW-with-retardcutalarm-cir hamber, wateLmotor�ong_and_contacts for AND WHICH WILL NOT DAMAGE FINISHES. a-pTimer.�onsult�atithmanufacturerta etermkalf-P mer QtGA-2.16. I J.L.-industries, Bloom in ton, MN 55435 g electric alarm- PERFORM FINAL CLEANING AFTER SUBSTANTIAL COMPLETION HAS BEEN CERTIFIED, BUT BEFORE FINAL PAYMENT. USE ONLY PROFESSIONAL . is reguirediodhe soecificm_ateuaLeto-be_sealed.) PART 3. EXECUTION CLEANERS. CLEAN TO THE LEVEL OF CLEANLINESS THAT WOULD BE EXPECTED BY A COMMERCIAL BUILDING OWNER FROM A JANITORIAL B. Erect single -layer standard gypsum board indirection most Iype:�ertable,.dry_chemical 10 lb. U.L. Rating 2A-106:C 2.Q3 SPRINISLER1jEADSa SERVICE, ALL SHEET GOODS AND FLOORS TO BE CLEANED AND WAXED PER THE OWNER'S SPECIFICATION PRIOR TO TURN OVER, L AccessQries.�Jovide solvent,sJeanino agents}and other necessary matenalsestecommendedby theaealant practicaland economicat�6itlLends and_edges occurring om firm bearing. 3.01 INSPECTION: J C, WA-besets_To )-_plastic -hook. A. Use sprinklers in instaIL-don_Ufspnnkler system. 20. THE GENERAL CONTRACTOR IS TO ESTABLISH A CONTROLLED AREA FOR SMOKING, EATING AND DRINKING, UNDER NO CIRCUMSTANCES WILL manufacturer-,essentialfor.a_comolete installation. A. Examine surfaces scheduled to receive paint and finishes -only -new THE OWNER ALLOW SMOKING, EATING OR DRINKING IN BUILDING AFTER FINISH FLOORING IS INSTALLED. C. Use screws when fastening�a,-vpsum_boerdiometa) furring for conditions that will adversely affect execution, D Location�locate.at each tenant toiletroom or Fire Marshall's- approved location Mounting height at top maximum 4 A F E. B. Temperature -raft -of sprinkler heads shall 6e�accordaace 21, NIA or framing• Use nails or screws whenfastenino gypsum permanence or quality of work and which cannot be put into with NFPA No L3 22. N/A PART. EXECUTION board to wood furring or framing. Staples may only be used an acceptable condition through preparatory work as when_secudna the_firstlayer of double•layer applicatiom included in Article 3.02, PREPARATION. C. Sprinkler heads in room-witholttceiling-and stairs shall- 23. ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED. be -standard up-typ-ewith..bras-finish. am INSTALLATION D. Place control joints be with. lines building B. The application of any part of the work to be performed 24. FIELD VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION. A. Thoroughlyeleanalltoints.temov�ng�llforeign_mattersuch spaces in con sistentpattern and as directed_by ArchitectfEngineer under this Section will be construed as acceptance of the surface, and thereafter painting contractor shall be fully D. Sprinkler heads in finished ceilings shall be recessed pendent tune 25. CONTRACTOR SHALL PROVIDE STRUCTURAL BLOCKING AT WALL AND CEILING FRAMING AS REQUIRED FOR ANCHORAGE OF ELEMENTS TO BE as -dirt, dust moisture ppaint,protective coating_swhir h_ responsible for satisfactory work as required herein. FASTENED OVER FINISHED SURFACES INCLUDING, BUT NOT LIMITED TO: COUNTER TOPS, WALL BUMPERS, HANDRAILS, GRAB BARS, PLUMBING FIXTURES, TOILET ROOM ACCESSORIES, LIGHT FIXTURES, WALL MOUNTED EQUIPMENT, SWITCH GEAR AND CONTROLS, WALL HUNG FURNISHINGS, mightfailin_adhesRmrinterferewith__bondof-seatant. E, Piar-ecorner beads.at_exten al cornera._Use longest I- Sprinklerheadsincanopy_ceilings shallberecessed pendent ETC. ptacticallengths. Place edgeimtrwhere aypsumboard 3.02 PREPARATION OF SURFACES: typeheads_ with _chrome_.platedfinislrand-escutcheom B Prime-urfaces aerecomm�ded by manufacturerof_ abuts dissimilar materials. 26. PRESERVATIVE -TREATMENT: ALL WOOD EXPOSED TO MOISTURE OR IN CONTACT WITH CONCRETE OR MASONRY, SHALL BE PRESERVATIVE sealant- Apply paint to surfaces which are smooth, even, sound, thoroughly 2.04 FIRE DEPARTMENT CONNECTION: PRESSURE TREATED WOOD. F Tape, fill, and. sand exposed joints, edges,somm dry and clean, and free of defects which would adversely affect C. Jointfiller,__WhereJoint_filleris-used assyackuo_for_ sealant openings, and fixtures, to produce surface ready to receive application of paint. A. Provide two_way standard-iamese_firedepartment SMOKE BARRIERS/ : GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF compounds,-mstalLfillers�ntmuousty_toslePth and -shape sutfiace finishes._Feaihercoats onto_adjoinings.urfaces. • connection with chromeplated finish, local fire departmentALL SMOKE BARRIERS IN ATTICS AL SMOKE BARRIERS ALLYFIRE3,000 SF (GENERALLY 3,000 SF MAXIMUM- UNLESS ATTIC specified_by-sealantrma iufacturerforprop"ppllcation_ A. Concrete and masonry: thread,dust caps_and chain,_automatic.drtp_connection. FULLY SPRINKLERED, THEN 9,000 SF MAXIMUM), AND FIREBLOCKING AT WALLS AND PARTITIONS PER APPLICABLE CODES. and_performanceof_produds._Applyloint fillers_and gaskets accurately to formAhej9intprofils_shown._P_rovide G• Remove and re -do defective work. 1. Remove fins, projections, protruding nails or other Mark: "SPRINKLER FIRE DEPARTMENT CONNECTION:. 28. GENERAL CONTRACTOR RESPONSIBLE FOR CAULKING ALL DISSIMILAR MATERIALS, MATCH COLOR OF ADJACENT MATERIAL OR USE CLEAR watertight and_air ight corners.-andlo tits-in.amannec metal fastenings loose foreign materials. Remove SILICONE CAULK, VERIFY WITH ARCHITECT COLOR SELECTION PRIOR TO INSTALLATION, mortar splatters from areas exposed to view by recommended bycihe_manufacturer. dressing down with a carborundum block. PART 3. EXECUTION 29. GENERAL CONTRACTOR RESPONSIBLE, UNDER HIS BASE CONTRACT, FOR INSTALLATION OF ALL ACCESS PANELS REQUIRED IN ALL GYPBOARD CEILINGS AND WALLS WHERE ACCESS IS REQUIRED TO EXTERIOR OR INTERIOR SIGNAGE, VALVES, CONTROLS, ETC. D. Usebondhreake.Latjoints_subject to-movement_where 2. Patch large openings and holes with Portland 3,01 LAYOUT: sealanteontacts_b_ack of joint. cement mortar and after priming, fill remaining small 30. GENERAL CONTRACTOR TO LOCATE, AND INSTALL ALL PORTABLE FIRE EXTINGUISHERS IN CABINETS IN PUBLIC AREAS AND ON HOOKS IN NON - depressions with a vinyl emulsion compound to A. Sprinkler head Iavout must providefullcoverage. PUBLIC AREAS AND ALL OTHER RELATED ACCESSORIES IN ACCORDANCE WITH NFPA 10, AT A MINIMUM PROVIDE 1 EXTINGUISHER PER EVERY 75' E Psovidemaskina tape_or-otherprecaut ansAo-preveM match texture of surface as approved by the painting OF TRAVEL, LOCATE IN AREAS OF EGRESS AND NEAR EXITWAYS. COORDINATE ALL LOCATIONS WITH LOCAL FIRE MARSHAL OR FIRE DEPARTMENT migration_ or, spillage of_ materials._ onto adioiningeurfaces, manufacturer. B. Sprinkler head layout in-acoust►caLceilimgAiLes shall_)-_-im.the center REPRESENTATIVE. F Applicatiom Aoply_Sealant_in COI1tinU0uel2eads, with_ oUt 3. Remove form oil from concrete by washing with oft' X2'_gridcl2�x 4'_tite. 31. THE ARCHITECT WILL PERFORM ONE INSPECTION FOR FINAL COMPLETION, UPON REQUEST OF THE CONTRACTOR. IF THE ARCHITECT IS UNABLE TO open.joints _uids Qrairpockets-so-asto-prQvide-a Xylol. C. Sprinkler head layoutmust-adjustfoTDbstructionsincluding ISSUE THE CERTIFICATE FOR FINAL PAYMENT BECAUSE THE WORK IS NOT COMPLETE, THE CONTRACTOR SHALL PAY ALL INSPECTION COSTS, watertight and airtightseaLfor_theentire joint length. vatences,eAock_fixtures and suspended display grids. INCLUDING COMPENSATION FOR THE ARCHITECT'S SERVICE AND EXPENSES. 4. Provide aZinc-Chloride Phosphoric Acid Pre- 1- Depth-ta--Width_Ratio: Apply_sealan"o.thesfepth treatment for concrete surfaces receiving eggshell or U2 INSTALLATION. 32. UPON COMPLETION OF THE PROJECT THE GENERAL CONTRACTOR SHALL SUPPLY TO THE OWNER A COPY OF THE CERTIFICATE OF ens!-widthtre atiocommended-ky_themanufacturet. enamel paint. OCCUPANCY A, Locate coinponents�stequiredAo meet all codes gild trade PRIOR TO SUBMITTING FINAL PAYMENT REQUEST. 2 Tooling• T9o1 exposed surfaces of sealant to the profile shown_or, if none is shownTtool-slightly B. Wash metal surfaces with mineral spirits to remove grease, practices.- Instal Ldraw-offlest pipe. connection and gauge. 33. GENERAL CONDITIONS AND CONTRACTOR'S OVERHEAD AND PROFIT PERCENTAGES SHALL COINCIDE WITH THE OVERALL PERCENT OF oil and dirt. Wire brush or sand surfaces to remove rust and Instalf-drain valveetall low _points and run discha[g- COMPLETION OF THE PROJECT ON ALL APPLICATIONS FOR PAYMENT. con -cam scale. Touch u facto rimed surfaces with compatible p factory p R outside or to open sight drain. primer. Pre -treat galvanized metal with acid bound 34. ALL CHANGE ORDERS MUST BE ACCOMPANIED BY A COMPLETE, ITEMIZED LINE ITEM PRICE BREAKDOWN INCLUDING, BUT NOT LIMITED TO, resinous or crystalline zinc phosphate preparations in B, Route fire protection distribution and branch pipingabove QUANTITIES OF MATERIAL, MANHOURS OF LABOR, WAGE AND BENEFIT RATES, SUBCONTRACTOR'S OVERHEAD AND PROFIT, GENERAL CONDITIONS, accord with manufacturer's directions. ceiling Coordinate with ductworkTlightfixtures_and_other BONDS, INSURANCES, AND CONTRACTOR'S OVERHEAD AND PROFIT. piping-syetems+etc. J* U W r� o Z U) p_ � O _ O _ } CO0,0 W = _J J Q (� Q = < Cr Q o W W M Lz o U 0o w o °� H 2 Q w U') ® rn �. CO o H CD co Q Q co co 17 co co Cci 0 M - x o cc o w F_ J :t- M d � N M C M Q0 UU�u''n 0 ~ co w o U)� -� Z ai U)CL 0- ��UN L.L W z� w i= 0 O U) f� (D U z its Q Q X � � 0 00000 m 0 UJ U) < O CO U) L ti REVISIONS DATE Contract Permit Bid Date 3110/21 Scale AS NOTED Drawn HT Job 2021-23 Sheet A0.03 SIGNAGE NOTES SEE SPECIFICATIONS FOR LOCATIONS, ROOM NAMES & NUMBERS INSTALL W/4 MECHANICAL FASTENERS AND/OR ADHESIVE COLORS BY ARCHITECT, AS SELECTED FROM MANUFACTURER'S STANDARD COLORS SUBMIT SHOP DRAWINGS FOR APPROVAL SIGNAGE REQUIREMENTS LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPERCASE, SAN SERIF OR SIMPLE SERIF TYPE USE DOMED GRADE 2 BRAILLE INSTALL SIGNAGE ON WALL ADJACENT TO LATCH SIDE OF DOOR INSTALL AT A HEIGHT OF 60" TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER AFF 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER, 6" MAX MOUNT W/(4) MECHANICAL FASTENERS & ADHESIVE (TYP.) ==O MOUNT LATCH SIDE* 60" * IF NO SPACE ON LATCH SIDE, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL 6" 6" 01 6" MIN.# -4- 6" MIN. 9„ g,, WOMEN MEN I TO BE MOUNTED ON DOOR TO BE MOUNTED ON DOOR WOMEN'S - RECTANGLE TO MEASURE 9" X 6" & BE MEN'S - RECTANGLE TO MEASURE 9" X 6" & BE 114" 1/4" THICK, PICTOGRAM FIELD TO BE A MIN OF 6". THICK, PICTOGRAM FIELD TO BE A MIN OF 6", COLOR COLOR MUST BE CONTRASTING TO DOOR FINISH & MUST BE CONTRASTING TO DOOR FINISH & MOUNTED @ 60" AFF TO CENTER. MOUNTED @ 60" AFF TO CENTER. 1 TOILET ROOM SIGNAGE TOILET NTS 00 d' z F n HIGH FORWARD REACH LIMIT I - I ^^n ^ A I o co I 48" NOTES: 1. X SHALL BE < 25 INCHES, Z SHALL BE > X. 2. WHEN X IS-< 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. ®MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 308.2.2 Mcc cc J CLEAR FLOOR SPACE PARALLEL APPROACH 305.5 (b) MAX HIGH AND LOW SIDE REACH LIMITS 308.3.1 10" cc X aMAXIMUM SIDE REACH OVER AN OBJECT 308.3.2 ; \ REACH LIMITS NTS 2 � 1 = x THRESHOLD [-A] �j VERTICAL LEVEL CHANGE 303.2 z C BEVELED CHANGE LEVEL 303.3 303.2 VERTICAL. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. (FIG. 303.2) 303.3 BEVELED. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 (FIG. 303.3) 303.4 RAMPED, CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE RAMPED AND SHALL COMPLY WITH FBC SECTION 405 AND 406. EXCEPTION: EXISTING OR ALTERED THRESHOLDS % INCH (19 MM) HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5. 2 LEVEL CHANGES NTS CLEAR WIDTH . �I LL I Z X � MAX � LIMITS OF PROTRUDING OBJECTS PROTRUDING OBJECTS ON POSTS FIG. 307.2 FIG. 307.3 r PROTRUDING OBJECTS 4" MAX VERTICAL CLEARANCE FIG. 307.4 NTS 404.2.3 - CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 MM) MINIMUM. CLEAR OPENINGd, OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE FINISH FLOOR OR GROUND, PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (865 MM) AND 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 41NCHES (100 MM). EXCEPTIONS: 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 404.2A MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH TABLE 404.2.4.1. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAYAND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. 404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE'V2 INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303, EXCEPTION: EXISTING OR ALTERED THRESHOLDS Y41NCH (19 MM) HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5. 404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED. 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 308. 309.4 OPERABLE PARTS OPERATION, OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22,2 N) MAXIMUM, DOOR ACCESSIBILITY NOTES 60" MIN. 12" MIN. 36" MIN. T-SHAPED TURNING SPACE NOTE: X=12" IF DOOR HAS BOTH CLOSER AND LATCH X PULL SInF FRONT APPROACHES - SWINGING DOORS 1, y 12" MIN. PUSH SIDE 24" PREFERRED 18" MIN. FRONT APPROACHES -SLIDING DOORS AND FOLDING DOORS 60" MIN. DIRECTION OPROAF APH c z Q0 NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES CIRCULAR TURNING SPACE NOTE: Y=48" MIN. IF DOOR HAS BOTH LATCH AND CLOSER 4.5' SH SIDE NOTE: IF Y=60", THEN X=36" IF Y=54", THEN X=42" HINGE SIDE APPROACHES - SWINGING DOORS 54" MIN. SLIDE SIDE FRONT APPROACH DOORS AND FOLDING DOORS MANEUVERING CLEARANCES AT DOORS NTS NOTE: Y=48" MIN, IF DOOR HAS CLOSER zl coY "I PULL SIDE 2' MIN. NOTE: Y=54" IF DOOR HAS CLOSER LATCH SIDE APPROACHES - SWINGING DOORS 24" MIN. 32" MIN, SLIDING DOOR 32" MIN. FOLDING DOOR 32" MIN.\CWHEN DOOR OPENS 900 DETAIL Z Z 1 LATCH SIDE FRONT APPROACH DOORS AND FOLDING DOORS 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal ® position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the FIXTURE EQ E gripping _ _ _ �, Ix uR surface 18"x36" z w J X rc Z U.N.O. CD z 2E 16 Q- HANDLED- 42" a } o rl� X 0 H Q '�� 0° I- w I I o L I J CO °° vw - TO O w-� o? 00 AWAY � w d 18" _ � u - - O Q c_a cam = w v X wQ ¢ � � " i � I I z i bo - wZ v Q = O O FROM M 12" M LU Z I MAX tr, I Z `o O �� �r O - O - W= v v - - - � � _ � _J v � O WA a U) 1- ACCESSORY TOILET TISSUE A TYPE DISPENSER AEROSOL DISPENSER HORIZONTAL SIDE HORIZONTAL WALL O ELECTRIC HAND DRYER GRAB BAR GRAB BARS r ) STOP � SANITARY NAPKIN O DISPOSAL BABY TOILET SEAT O CHANGING (1)SOAP (X)MIRROR COVER L AT M COAT HOOK O DOOR PULLS at TOILET N SURFACE MOUNTED Q PURSE HOOK � (WOMEN'S ONLY) DISPENSER STATION DISPENSER LAVATORIES PARTITIONS FIRE EXTINGUISHER ACCESSORY MOUNTING DIAGRAMS DRAWING DESIGNATIONQ NOTE: NOT ALL ACCESSORIES ARE USED - FOR REFERENCE ONLY 7 TOILET FACILITIES ARE EXISTING AND LOCATED IN COMMON LOBBY 604.9.5 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 60" MIN CLEAR 36" 36" 60" MIN CLEAR 36" 3MIN CLEAR 18" 27" 1�" 309.2 and 309.4 and shall be installed 36 inches (915 mm) maximum above the finish floor. Flush controls shall be located on the open side of the water closet except in ambulatory 24" 12" 18" 12" 24° EQ EQ L J P accessible compartments complying with 604.8.2. -FINISH OF WET SHADED AREA INDICATES LOCATIONAL C D 18" r -- O Q � -�- 18" I %� - x - I- I r- - - o 0 LINE OF CEILING 4" MAX WALL AREA OF DISPENSER OUTLET/ OPERATOR D 30"x48" m VERT SUPPOR PROJECTION a x I LL CLEAR w N cJ� CLEAR Q < 30"x48" CLEAR CLEAR FLOOR 30"x48" CLEAR I TOILET L U FLOOR A A FLOOR SPACE I FLOOR I FLOOR I COMPARTMENT SPACE E - - - M o A SPACE E - - - - - - I SPACE I I---J I L_ - - J SPACE I I---J a D - O U � 17"MI 19„ -M - 1i rl o I U- O N ap �M x x� a M = H wC - a OTS7 j� O �� X Z L� � 11 I cr Z Cfl O a Z UO m I- ;. O C> 11" co MIN. 4 = w LJ TO V _ F F M Cl) M N Z N z �p w = _ O K _ 9" ELEVATION rs 8'IVIINJ�;j 6"MAX 6"MAX 8"MIN WOMEN'S ACCESSIBLE STALL WOMEN'S MEN'S ACCESSIBLE STALL MEN'S STANDARD STANDARD FOUNTAIN/COOLER MIN 604 STANDARD STALL 604 URINAL RY HI-LO WATER 13 1/2" EWC 30571`6051 306,606 305, 306, 602 LAVATORY CLOSET 604.2 DEEP FBC 306 & 602.6 306 & 606.3 URINAL 605.4 8 STANDARD PLAN LAYOUTS FIXTURE MOUNTING DIAGRAMS / IXTURE MOUNTING DIAGRAMS / 9 10 1!4"= 1' 0" WATER CLOSET COMPARTMENTS 1!4" _ 1' 0, ATER CLOSET COMPARTMENTS I c'i LO i6 tC) U Uj vo CO o z U) p C9 C - 0 �Z�; CO o ,r, C',J L J V Q <= Q w < o w W m I- L1 Z 0 U 0>_ w o Cn M LO oQ ry Q co 0 L0 17 r: co L0 0 Cl) - X o M U o - ch OJy�c�d 7 , (/> � C!) N G C N cm, coo C�U.'_Lco o Lo 0 `S � N N ch � F- M � U) w z in ID O 6 C) U_ _W U Z_ Co i� 0 � CQ C/) F- _Z ry Q co M� °- W F =�-_ 3:1 <C O M U) ti REVISIONS DATE Contract Permit Bid Date 3/10/21 Scale AS NOTED Drawn HT Job 2021-23 Sheet A1.00 Al REMOVE EXISTING FLOOR FINISHES THROUGHOUT THE LEASE AREA INCLUDING ADHESIVES, GROUT, TRANSITIONS, ETC. DOWN TO CONCRETE SLAB. PREPARE FLOOR SLAB TO MEET NEW FLOOR COVERING MANUFACTURER'S RECOMMENDATIONS. A2 REMOVE WALL ASSEMBLY INCLUDING GYPSUM BOARD, STUD FRAMING, BRACING, ETC, A3 EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR APPLICATION OF NEW FINISHES. A4 REMOVE EXISTING DOOR AND FRAME TO BE REMOVED A5 A6 EXISTING LAY -IN CEILING TILE, GRID WORK, GYP. BOARD CEILINGS AND ASSOCIATED SUPPORT WIRES AND BRACING TO BE REMOVED 0 EXISTING DOOR TO REMAIN A8 REMOVE ALL EXISTING SIGNAGE; PATCH AND REPAIR STOREFRONT WITH MATCHING MATERIALS AND FINISHES. A9 M1 RE -USE EXISTING DUCTWORK AND HVAC EQUIPMENT WHERE POSSIBLE - SEE MECHANICAL PLANS P1 REMOVE EXISTING PLUMBING FIXTURES THAT ARE NOT IN LIKE NEW CONDITION OR ARE NOT IN COMPLIANCE W/ ADA REQUIREMENTS M1 REMOVE ALL DUCTWORK AND REGISTERS FROM SPACE REMOVE RECEPTACLES, SWITCHES, CONDUITS, ETC., BACK TO THE NEXT POINT OF USE E1 WHICH ARE NOT TO BE REUSED AND RELOCATED AND ARE WITHIN WALLS TO BE DEMOLISHED. E2 EXISTING ELECT. PANEL TO REMAIN E3 REMOVE FLUORESCENT FIXTURES (LAY -IN, RECESSED AND SURFACE MOUNTED), LIGHTING TRACKS AND TRACK HEADS, RECESSED DOWN LIGHTS AND RELATED UNUSED CONDUIT AND CONDUCTORS BACK TO THE NEXT POINT OF USE. EXISTING WALL CONSTRUCTION TO REMAIN EXISTING WALL CONSTRUCTION TO BE REMOVED SCALE 1 /4" = V-0" EXIS'TINO_(no "_ONDITIONS .AND DEMOLITION NOTES 1. THE CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE DEMOLITION ON THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY, COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY, AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND THE DEMOLITION DOCUMENTS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION AND TRADE PERMITS AND THEIR RESPECTED COSTS. 3. ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, N OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 4. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE DEMOLITION DOCUMENTS. 5. THESE DRAWINGS ARE FOR THE BUILDING RENOVATIONS AS SHOWN. PARTS OF THE EXISTING STRUCTURE WHICH ARE NOT AFFECTED BY THE RENOVATIONS ARE AS IS AND ARE NOT REVIEWED, ANALYSED OR INSPECTED BY THIS OFFICE. 6. ALL EXISTING CONDITIONS SHOWN HERE ARE BASED ON FIELD OBSERVATIONS OR READILY OBSERVABLE AREAS. THE CONCEALED AS -BUILT CONDITIONS MAY BE DIFFERENT FROM THESE. ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND ASCERTAIN THE EXTENT OF THE DEMOLITION WORK. ANY DISCREPANCIES BETWEEN THESE EXISTING CONDITIONS AND DEMOLITION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. 8. ALL EXISTING DIMENSIONS SHOWN HERE SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 9. THE DEMOLITION INDICATED IS INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION WORK AND IS DIAGRAMATIC IN NATURE. G.C. TO PERFORM ALL WORK REQUIRED FOR THE SATISFACTORY COMPLETION OF THE INTENT OF THE SCOPE OF THE WORK INDICATED IN THE DRAWINGS. THE INTENT OF THE DRAWINGS IS TO COMPLETE ALL DEMOLITION AS REQUIRED TO COMPLETE THE PROPOSED NEW CONSTRUCTION AND THE G.C. SHALL BE RESPONSIBLE FOR SUCH. 10. ALL DEMOLITIONS SHALL BE AS SHOWN ON THESE DRAWINGS AND THE STRUCTURAL DRAWINGS. SHORE/SUPPORT ALL MEMBERS DURING DEMOLITION. 11. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY TRADES AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 12. DO NOT SAW -CUT ANY STRUCTURAL COMPONENT OR DO ANY WORK THAT MAY IN ANY MANNER DIMINISH THE STRUCTURAL INTEGRITY OF THE EXISTING BEAMS, JOISTS, COLUMNS, OR CONCRETE SLABS; OR THE BUILDING IN GENERAL UNLESS SPECIFIED OTHERWISE ON THE STRUCTURAUARCHITECTURAL DRAWINGS. 13. THE EXISTING CANOPY NEEDS ITS ENTIRE STRUCTURE FOR LATERAL STABILITY. ALL STRUCTURE SHALL BE BRACED DURING NEW CONSTRUCTION BEFORE REMOVING ANY BEAMS OR CONCRETE PLANKS AS PROPOSED. SUBMIT ENGINEERED SHORING DRAWINGS FOR REVIEW, 14. N/A 15, EXISTING LOAD BEARING MEMBERS MUST BE SHORED AND SUPPORTED DURING DEMOLITION AND NEW CONSTRUCTION. 16. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 17. USING ONLY THE MEANS AND EQUIPMENT APPROVED FOR THIS PURPOSE BY GOVERNMENTAL HAVING JURISDICTION, DEMOLISH AND COMPLETELY REMOVE FROM THE JOB SITE THE EXISTING CONSTRUCTION DESIGNATED TO BE REMOVED. 18. SCHEDULE DEMOLITION WORK TO AVOID INTERRUPTING OR DISTURBING ACTIVITIES OF ADJACENT OCCUPIED AREAS. 19, PROVIDE BARRICADES DURING DEMOLITION WORK TO PREVENT UNAUTHORIZED ACCESS. 20. PROTECT AGAINST EXCESSIVE DUST OR OTHER ENVIRONMENTAL HAZARDS. CONDUCT ASBESTOS INSPECTION AND REMOVE ACCORDING TO STANDARD APPROVED PROCEDURES PRIOR TO COMMENCING OTHER DEMOLITION. 21, THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT AREAS NOT SCHEDULED FOR DEMOLITION FROM DAMAGE, SOILING, ETC. ALL REMAINING FACILITIES SHALL BE LEFT CLEAN AND READY FOR CONSTRUCTION UPON COMPLETION OF DEMO. 22. THE CONTRACTOR SHALL CLEAN, RESTORE, REPAIR AND/OR REPLACE NON -DEMOLITION ITEMS OR SURFACES IF TEMPORILY REMOVED, DAMAGED, EXPOSED, DISTURBED OR ALTERED IN THE PROCESS OF DEMOLITION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH EXISTING ADJACENT AREAS AND SURFACES. 23. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE (CONFIRM WITH OWNER FOR EXCEPTIONS). 24. DISPOSE ALL DEMOLISHED ITEMS IN A PROPER AND LEGAL MANNER. =Iva" :3 a 1,01 BOCC � U � w ch Z oco C 0 — CO u � J a= w Q ::D o w w m " z p_ O U z 0o w CD m i— W 'r> F— LO CD CD a 0 Q Q I r` ro 1p Ln co m x o O L'— U M N U l.l_ [L ~ m ca C LLJ � Cf) O� �"�'U� F819, ro REVISIONS Contract Permit Bid Date 3/10/21 DATE Scale AS NOTED Drawn HT Jo b 2021-23 Sheet .00 EXIST'G 1-H, SEPARATIOl UL #465 SEE 1/A8.01. G.0 AND CONDI- PROVIDE S- NOTE ABOb CEILING: "S' FIRE BARRI -PROTECT OPENINGS I C00 FIRE FIRE GRE FLUSH TRANSITION BETWEEN INTERIOR AND EXTERIOR. TYP. FOR ALL EXIT Tn CVIQThII'_ 01 101 V' BETWEEN INTERIOR AND v v EXTERIOR. TYP. FOR ALL EXIT EXISTING ALUM. / DOORS. 1/2" MAX ELEV, GL. STOREFRONT DIFFERENCE DOOR. EXISTING SIDEWALK AND CANOPY 1 /4" = 1'-0" NEW 1-HOUR TENANT SEPARATION UL #465 SEE DET. 1/A8.01. PROVIDE STENCILED NOTE ABOVE CEILING: "SMOKE OR FIRE BARRIER - PROTECT ALL OPENINGS PER 712.6" LOW VOLTAGE NOTE: G.C. TO COORDINATE W/ OWNER FOR LOCATION OF CAT 5, COMPUTER AND LOW VOLTAGE LINES, THERE WILL BE NO CAT5 PROVIDED BY LANDLORD, ONLY CONDUITS WILL BE STUBBED INTO THE SPACE GENERAL NOTE: G.C. TO VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS BACKING NOTE: PROVIDE SOLID BACKING AT ALL WALL MOUNTED FIXTURES, SINKS, ECT. PRIVODE FRT AT RATED PARTITIONS. NOTE: PROVIDE SOUND ATTENUATION BATTS FOR ALL NEW WALLS TYP. FIRE SPRINKLER NOTE: THE DESIGN SHALL BE APPROVED BY THE FIRE MARSHALL AND THE OWNERS INSURANCE COMPANY, PRIOR TO FABRICATION OR INSTALLATION. PROVIDE SHOP DRAWINGS FOR NEW DESIGN BASED ON TENANTLAYOUT GENERAL NOTES: -APPROVAL OF TENANT'S CONSTRUCTION DOCUMENTS AND SPECIFICATIONS BY THE LANDLORD IS FOR DESIGN INTENT ONLY AND DOES NOT RELEASE THE TENANT OR THE TENANT'S CONTRACTOR FROM COMPLYING WITH THE LEASE AGREEMENT AND ALL APPLICABLE BUILDING CODES AND GOVERNING REGULATIONS. -IT IS THE RESPONSIBILITY OF THE TENANT OR THE TENANT'S CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. -THE TENANT SHALL BE RESPONSIBLE FOR VERIFYING THAT THESE REMODEL/ CONSTRUCTION DOCUMENTS MEET ALL A.D.A. STANDARDS OR REQUIREMENTS. -TENANT SHALL REFERENCE LANDLORD'S WORK PLANS FOR ALL ITEMS PROVIDED BY LANDLORD AND FIELD VERIFY THE LOCATION, SIZE AND SPECIFICATION OF ANY LANDLORD - PROVIDED EQUIPMENT. -ALL PLANS MUST BE SIGNED/SEALED BY AN ARCHITECT AND ENGINEER LICENSED IN THE STATE WHERE THE WORK WILL BE PERFORMED. -ALL LANDLORD COMMENTS FROM PREVIOUS REVIEW(S) ARE TO BE INCORPORATED INTO THE FINAL SET OF APPROVED DRAWINGS. -IT IS THE RESPONSIBILITY OF THE TENANT TO ENSURE THAT CONSTRUCTION IS IN COMPLIANCE WITH ALL APPLICABLE CODES. -LANDLORD AND TENANT',, RESPONSIBILITIES ARE DEFINED IN THE LEASE AGREEMENT DOOR SCHEDULE cn W +.. U O (� i C E CU Size 0 � cD � � _ � � = Remarks 0 3-0" X 7'4' B 1 3/4" AL AN IMPACT AL EXIST' EXIST'G a2 3-0" X T-0" A 1 3/4" MTL PT MTL EXIST' EXIST'G V 3-0" X 7'4' A 1 3/4" SC.WD PT ---- MTL 2 A8.01 A8 01 LEH ! ` DOOR HARDWARE TO COMPLY O WITH NFPA 101 7.2,1.5 NOTE: G.C. TO COORD. WITH TENANT TO \ ! VERIFY ALL DOOR HARDWARE A AA B BB Hardware Schedule 1 3 Hinges FBB1279 4.5" x 4.5" NRP Hager 26D Lockset AL53PD x Saturn Schlage 626 Door Closer 8301 BF x SNB x AL LCN AL Lock Protector LP3 Glynn -Johnson USP Threshold 2005AV Pemko AL Weatherstrip 303AS Pemko AL Door Sweep 3452AV Pemko AL Door Stop 408 Ives 26D Rain Drip 346C Pemko AL Sign 1" White Vinyl applique on Door (Address numbers as required by Fire Department) 2 Hinges (By Door Supplier) Lockset S40D x Rhodes (Privacy Lock) Schlage 626 Door Stop Stanley CD7090 NOTE: PROVIDE 6 INCH ADDRESS NUMBERS ON ALL EXTERIOR DOORS ROOM FINISH SCHEDULE Rm Name %_ rj a) C m D 0) (_5 Remarks FUTURE SALES FLOOR PRIME ONLY SUSP. LAY -IN CLG. (1} (2) (3) TOILET ROOM M.R. GYP. BD. EPDXY PAINT SUSP. LAY -IN CLG. (1 2 3) ) () ROOM FINISH _SCHEDULEREMARKS: 1. ALL FINISHES SHALL MINIMUM COMMERCIAL GRADE AND CLASS'C' FINISH, ALL DOORS, CASING, TO BE PAINT GRADE 2. PROVIDE SOUND ATTENUATION BATTS IN ALL ROOM WALLS 3. G.C. TO COORDINATE WITH LL FOR SPECIFIC FINISH REQUIREMENTS AND TO VERIFY FINISHES OUTLETS AND SWITCH PLATES TO BE DECORA, COLOR: WHITE PARTITION LEGEND P-1 INDICATES NEW 1-HR RATED PARTITION - SEE DTL 1/A8.01 INDICATES EXISTING 1-HR RATED PARTITION - SEE DTL 1/A8.01 P-3 INDICATES EXISTING PARTITION - SEE DTL, 2 SHT. A8.01 W-1 INDICATES EXISTINIG PARTITION TO REMAIN NOTE: ALL INTERIOR PARTITIONS SHALL HAVE BOTTOM TRACK FASTENERS (3/4" PINS) SPACED MAX. 24" O.C. FIRE DEPARTMENT NOTES: ONE PORTABLE FIRE EXTINGUISHER WITH MIN. RATING OF 2A 10BC SHALL BE PROVIDED AND SHALL BE MOUNTED 48" AFF TO TOP OF HANDLE, NOT TO EXCEED 75' TRAVEL DISTANCE, NEAR EXITS, AND SHALL BE CURRENTLY DATED AND TAGGED BY A LICENSED FIRE EQUIPMENT COMPANY - SEE PLAN "ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT THE TIME OF THE FIRE FINAL." EXIT AND EMERGENCY LIGHTS WILL BE IN WORKING ORDER AT THE TIME OF INSPECTION. REFER TO SHEET E-2 FOR EMERGENCY AND EXIT LIGHT LOCATIONS PROVIDE SIGNAGE FOR THE MARKING OF THE ADDRESS NUMBERS ON THE EXTERIOR DOORS TO BE MIN 6 INCHES CONTRASTING IN COLOR, ALL EXTERIOR DOORS TO BE MARKED WHICH LEAD INTO THE SPACE. N "") U"j U') C.., `� W � r- z o� �o� o - Own N W = J W Q S W Q ::D Q W W m �— Z 0 U 0o w o m w J Cn i— Ch LO CD lt Q J � Q 0 Q co 00 co 1P LO 0 M — X O co o w UM — _J vj 9 t i (n M N C N M a �Z5 (/� C:1 (II M ) _N �F-� O w � a CO Q zco���(1) O� ��U1� L.L _W zv o�� 4- O (U F- z�Q Q Of Q C0 W U <C 0 CO C) L0 L0 L0 REVISIONS DATE Contract Permit Bid Date 3/10/21 Scale AS NOTED Drawn HT Job 2021-23 Sheet A2.01 ---------------- REFLECTED CEILING PLAN SUSPENDED GRID SYSTEM SHALL BE HOT DIPPED GALVANIZED STEEL "T" SECTION W/ PRE -PAINTED CAPPING. MAIN RUNNERS TO BE SPACES AT 48" O.C. AND SUSPENDED FROM EXISTIING STEEL JOIST ROOF STRUCTURE USING PRE -STRAIGHTENED 2mm DIA. HDG STEEL WIRE HANGERS AT 48" O.C. FIRST HANGERS TO BE NO MORE THAN 18" FROM PERIMETER. CROSS TEES SHALL BE INSTALLED PERPENDICULAR BETWEEN THE MAIN RUNNERS AT 24" O.C. 0' A1 dam_ I r2co j rta�a: 600 CEILING SYSTEM NOTE: REF. DISTANCE µ ,^. PER: FBC 808.1.1 48X 4a" ''j ✓'*, Suspended acoustical be MAX.18" ceiling systems shall 24" installed in accordance with the provisions of ASTM C 635 and ASTM C 636 NO -SAG SUSPENDED CEILING FINE FISSURED CEILING NEW 2)(4 LED LIGHTING SCALE 1/4" = V-0" a" SEE ELECTRICAL DRAWINGS FOR EXIT LIGHTS AND EMERGENCY LIGHTS HANDICAPPED RESTROOM SPECS 1O MIRROR: 24" x 36" MIRROR, BOTTOM OF MIRROR SHALL NOT EXCEED 40" A.F.F, OGRAB BARS: IN O O O GRAB BAR DIAMETER SHALL BE 1-1/2, SPACE BETWEEN WALL AND GRAB BAR SHALL BE 1-1/2" GRAB BAR BEHIND WATER CLOSET SHALL BE 36" AND 42" FOR SIDE GRAB BAR, GRAB BAR HT,: 33" A,F,F, LAVATORY: LAVATORY SHALL BE MOUNTED WITH RIM OR COUNTER SURFACE NO HIGHER THAN 34" A.F.F, PROVIDE 29" A.F.F. CLEARANCE TO BOTTOM OF APRON, FAUCET: SHALL COMPLY WITH 4,27,4, LEVER —OPERATED OR PUSH TYPE THE FORCE REQUIRED TO TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 Ibf, EXPOSED PIPES: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED, WATER CLOSET (HANDICAP ACCESSIBLE) TOILET PAPER DISPENSER (B-265) PAPER TOWEL HOLDER (B-35905) FIXTURE NOTE:CONTRACTOR MUST COORDINATE FINAL FIXTURE SELECTION WITH OWNER TO SOAP DISPENSER APPROVE SPECIFIED OR EQUAL PRIOR TO ORDERING OR INSTALLATION, DRINKING FOUNTAIN HAWS MODEL 1119, "HI—LO" BARRIER FREE WALL MOUNTED DRINKING FOUNTAIN OR ACCESSIBLE EQUIVALENT, TOILET ROOM ACCESSORIES TOILET ACCESSORIES BY AMERICAN SPECIALTIES, INC. -0210 PAPER TOWEL DISPENSER -0715 DOUBLE SURFACE MOUNTED TOILET TISSUE HOLDER CHROME -PLATED STEEL -0347 VERTICAL SOAP DISPENSER -0620 24" X 36" ANGLE FRAME MIRROR -3800 SERIES 1 1/2" 0 GRAB BAR 36" & 42" TOILET ROOM FINISH NOTE (FINISHES TO BE HARD, NON -ABSORBENT): MOISTURE RESIST, GYPSUM BOARD W/ WASHABLE ACRYLIC PAINT TG- BOTT. OF CEILING ABOVE, 42" A 2" EPDXY PAINT WAINSCOT TO - 5'-0" A.F,F, TO COMPLY — WITH FBC 1210.2.2 PROVIDE CONT, BACKING FOR GRAB BAR (MIN 3/4- . x8"), SEE BACKING DETAIL IN THIS SHaN, 7 U 0 I U in a M oe of m —6_ 36 6" CERAMIC COVE BASE A B NOTE: SEE SHEET 11 FORADDITIONAL ADA REQUIREMENTS I =91 0 T In 15" MIN. CEILING SUSPENSION SYSTEM DETAIL NO SCALE PER SECTION 1210 OF THE 2017 FLORIDA BUILDING CODE: 1210..2,1 FLOORS & WALL BASES: IN OTHER THAN DWELLING UNITS, TOILET, BATHING & SHOWER ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH, HARD, NON —ABSORBENT SURFACE. THE INTERSECTIONS ON SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NON —ABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES 1210.2,2 WALLS & PARTITIONS: WALLS & PARTITIONS WITHIN TWO FEET OF SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON —ABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE, ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS, AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE 36" WIDE DOOR - PROVIDE VER TYPE HARDWARE, MAX 4" THRESHOLD, SEE DOOR SCHEDULE. HANDICAPPED RESTROOM ENLARGED PLAN SCALE: 1 /2" = 1'-0" MOISTURE RESIST. GYPSUM BOARD W/ WASHABLE ACRILYC PAINT TO BOTT, OF CEILIN^ ^"— EPDXY PAINT WAINSCOT TO 5' A.F.F. TO COMPL FBC 1210.2.2 �E.�II/`fi3�77fT V V /",IYIIV I ILL COVE BASE C HANDICAPPEDRESTROOM SCALE: 1-1 /2" = 1'-0" MOISTURE RESIST, GYPSUM BOARD W/ WASHABLE ACRILYC PAINT TO CEILING ABOVE. YIIV TILL COVE BASE D EPDXY PAINT VSCOT TO 5'-0" f0 COMPLY WITH FBC 121022 � Mo N v MN I`- Z O � C0 QOFt 'S O� N W = J ILI- J w Q o W W m F— U- z � U 0 >W 0 00 I— IN ry Q W M J rn M LO r Q co w _U-) r= cfl CP L0 O co — x o CU O W UM — t-'M� J � d — M O C � cy') CO U U U- Lei Ui O C') ca a W v C/3�� z USC/5d-« o�0� J U- W � U Z -M co J � �o - 0 � U � Z ry U Q > Q 4t X 2E 0 mom= ZD Q0 m L0 L ti REVISIONS DATE Contract Permit Bid Date 3/10/21 Scale AS NOTED Drawn HT Job 2021-23 Sheet A6.01 1 " TYPE S DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES 12" 0. C. TO HORIZONTAL AND INTERMEDIATE STUDS 6" METAL STUDS (20 GA.) @ 16" O.C. 11 • S •► MIA 2!1 G ; • • ► I �►I • toil,•- I :• •� l\ : G► I ► I I I I •"• I ; I • I! I 2 End Joint Detail IN 110.7.110 . `8 1 Le =11111111MIMMI .� My iINtell] a MRS J 1 " TYPE S DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES 12" 0. C. TO HORIZONTAL AND INTERMEDIATE STUDS 5/8" GYP. BD. BOTH SIDES SOUND INSULATION BATTS NOTE: EXTEND WALL 6" PAST SU SPENDED'CE'LING I. Floor and Ceiling Runners -- (not shown) -- Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs -- Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) galv steel spaced 24 in. OC max. 3. Batts and Blankets* -- Mineral wool or glass fiber baits completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* -- As an alternate to Batts and Blankets (item 3) -- Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. U S GREENFIBER L L C -- Cocoon stabilized cellulose insulation. 3B. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC -- Cellulose Insulation 4. Gypsum Board* -- 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with I in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO --Types AG-C, AGX-C. BEIJING NEW BUILDING MATERIALS CO LTD -- Type DBX-1. BPB AMERICA INC --Types 1, EGRG, ProRoc Type X, ProRoc Type C. CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP--Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC -- Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO -- Types FSK-C, FSK-G, FSW-C, FSW-G, FSW. NORGIPS A/S -- NORFIRE XA, CPABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -- Type PG-C. SIAM GYPSUM INDUSTRY CO LTD -- Type EX-1 STANDARD GYPSUM L L C -- Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP -- Type TG-C. UNITED STATES GYPSUM CO -- Type AR, C, FRX-G, tP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V -- Type AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. WESTROC INC --Type Westroc Fi-Rok orAbuse-Resistant. 3 5/8" OR 6" METAL STUDS (20 GA.) @ 24" O.C. - PROVIDE FIREBLOCKING AT TOPS OF PARTITIONS WHICH DO NOT EXTEND TO THE UNDERSIDE OF THE ROOF DECK NON-LC)A� BEARING 311 I 1-011 1 EXISTING REINFORCED 8" CMU WALL EXISTING GYPSUM BOARD REP% S REQUIRED EXISTIING CEMENT PLASTER Him GV ■ • xv 4A. Gypsum Board* -- (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO -Type AR, C, FRX-G, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V -- Type AR, C, IP-AR, IP-X2, IPCAR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* -- (As an alternate to Items 4 or 4A) -- Nam 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1A in. CANADIAN GYPSUM COMPANY -- Types AR, IP-AR. UNITED STATES GYPSUM CO -- Types AR, 1P-AR. USG MEXICO S A DE C V -- Types AR, IP-AR. 4C. Gypsum Board* -- (As an alternate to Items 4, 4A and 4B) -- 5/8 in. thick gypsum panels, installed as described in Item 4A with Type S-12 steel screws. The length and spacing of the screws as specified under Item 4A. CANADIAN GYPSUM COMPANY -- Type FRX. UNITED STATES GYPSUM CO -- Type FRX. 5. Joint Tape and Compound -- Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads, paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Resilient Channel -- (Optional -Not Shown) -- 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S- 12 panhead steel screws. Not for use with Type FRX gypsum panels. 6A. Steel Framing Members (Not Shown)* -- As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels -- Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. b. Steel Framing Members* -- Used to attach furring channels (Item a) to studs (item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC -- Type RSIC-1. *Bearing the UL Classification Mark 5/8" GYP. BD, BOTH SIDES SOUND ATTENUATION BATTS SEE PLAN FOR LOCATIONS 3 5/8" OR 6" GALV. METAL STUDS 2 X 6 WOOD BUCK 18 GA. H.M. DOOR FRAME W/ WELDED CORNERS 3-JAMB CLIPS / JAMB (TYP) WOOD DOOR (SEE SCHEDULE FOR RATING) 5/8" GYP, BD. BOTH SIDES SOUND ATTENUATION BATTS - SEE PLAN FOR LOCATIONS 3 5/8" OR 6" GALV. METAL STUDS 18 GA, H.M. DOOR FRAME W/ WELDED CORNERS JAMB BEYOND WOOD DOOR (SEE SCHEDULE FOR RATING) - lh� i GYPSUM BOARD TO BE BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AN STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF THE STUDS. HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES STUDS NEED NOT BE STAGGERED. ATTACH WITH 1" LONG TYPE S OR S-12 STEEL SCREWS SPACED AT 8" O.C. CUT TOP & DOTMM FLMGES OF TRACK AT EACH SW, TYP, PROVIDE CONTINUOUS TRACK AT TOP OF WALL. PROVIDE BRACING TO STRUCTURE ABOVE AT 6'- 0" O.C. ATTACH EACH BRACE TO TRACK WITH (2) #10 SELF TAPPING METAL SCREWS. FIRE BLOCKING AND CEILING SYSTEM SUPPORT. -. -- ------------ CEILING SYSTEM. STEEL STUDS 3 5/8" OR 6" 20 GA. W/ 5/8" GYPSUM BOARD EACH SIDE. PROVIDE 4" BATT INSULATION AROUND RESTROOMS AND OTHER LOCATIONS NOTE ON PLANS. PROVIDE CONTINUOUS TRACK AT BOTTOM OF WALL. PROVIDE BASE AS SCHEDULED. PROVIDE FLOOR AS SCHEDULED. I t 3 PARTITION WALL p� gSj#T(J 1T�i+�g` ft0� 0— & MAX PER a k+aULFe SEE S 6.4.E7 i () 1I1 m v. _250# GRAD BW LOM MPUED IN 0 Ek ENO SACM TRACK STUB 0T1� �TA� r W Ilir n ■► a .LAB 'SI CONCRETE SLAB ON GRADE TO NTH OF EXIST'G. DRILL e 12" L #4 BARS 4" INTO EXIST'G 'O.C. USE HILTI HIT HY 150 EPDXY TERMITE TREATED FILL W vrn N U M N 2 o (0 C — o _ O`na N Lu -J ¢ tx ' W< :D o w " z jo z 0O W 0 0o t— LU LO rn H CO LO � o 1— CD O <<C <C 00 ct� c® LO 0 co — X o c6 o J Cl) -T �f/)MN c �MC-0 C70=U o n U-) 0 CU 0)N CO ~ :F; = cB C5 LL! C C)n C) O-°, Utu> J W U W t,,,/ Q > 0 � X d 100 Lij c) 0 L0 LO L REVISIONS DATE Contract Permit Bid Date 3/10121 Scale AS NOTED Drawn HT Job 2021-23 S'ieet . 1 System No. W-L-2245 F Rating - 4 Hr T Rating - 2 and 4 Hr (5ee Item 2) 1. Floor or Wall Assembly Min 4 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features. - A. Studs Wall framing shall consist of steel channel stude.Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Boards Four layers of nom 5/6 in. thick, gypsum board as specified in the individual wall and partition Design. Max diameter of opening is I-3/8 in. 2. Through -penetrants One nonmetallic pipe to be installed concentrically or eccentrically within the firestop :. etsri. The annular space between the pipe and the periphery of the opening shall be a min 0 in. (point contact) tc max. 3/4 in. for nom 6 in. diameter pipes and min 0 in (point contact) to max 1/2 in. for from 4 in. diameter (or sma'!er; pipes. Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmet.a''.y pipes may be used. A. Polyvinyl Chloride (PVC) Pipe Nom 6 in diameter (or smaller) Schedule 40 solid or cellular PVC core pipe, for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 6 in. diameter (or smaller) SDR 135 CPV pipe. For use it closed (process or supply) piping systems. The T Rating is dependent upon the diameter of pipe used in the firestop system. For nom 4 lr, diameter (or smaller) pipes, the T Rating is 4 hr. For pipes greater than nom 4 in. diameter the T Ratino 's 2 hr. 3. Firestop Systelihe firestop system shall consist of the following - A. Fill, Void or Cavity Material - Sealants Min 1-1/2 in. thickness of fill material applied within annulus of gypsum board, flush with surface of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTi INC FS-ONE Sealant B. Firestop Device - Firestop, Collar The firestop collar shall be installed in accordance wit- the accompanyiro installation instructions. The collar shall be installed and latched around the pipe and secured to the gypsum board with the anchor hooks provided with the collar. (Min 2 anchor hooks for 1-1/2 and 2 In- diameter pipes, 3 anchor hooks for 3 and 4 in. diameter pipes and (o anchor hooks for 6 in. diameter pipes). '`re anchor hooks are to be secured to the wall with 1/4 in. by 3 in. toggle bolts along with min 3/4 in. diameter Steel washers. HILTi CONSTRUCTION CHEMICALS, DIV OF HILTI INC- CP 643 50/15", CP 643 63/2", CP 643 W/3", CP 643 i10/4" or CP 642 160/6" Firestoe Collar •Bearing the UL Classification Mark �13, sIF/,G Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. F1wiESW SYSTEMS March 22, 2004 C i is System No. W-L-2098 F Ratings - 1 and 2 Hr (5ee Item 1) T Ratings - 1 and 2 Hr (See Item 1) L Rating At Ambient - LeS5 Than 1 CFM/5al Ft L Rating At 400 F - 4 CFM/5a Ft I. Wall Assembly -- The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified In the individual U300 or U400 Series Wall and Partition Designs In the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wail framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC, B. Gypsum Boards -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diameter of opening is 4-3/8 in. The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it Is installed. 2. Through Penetrants --One nonmetallic pipe installed within the firestop system. Pipe to be rigidly supported on both sides of floor or wall assembly. The space between pipe and periphery of opening shall be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in, diameter (or smaller) Schedule 40 PVC pipe for use in closed (process or supply) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 2 in. diameter (or smaller) SDRii CPVC pipe for use in closed (process or supply) piping systems. 3. Fill, Void or Cavity Materials, -- Sealant -- Installed to completely fill the annular space between the pipes and gypsum wallboard on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-- FS-One Sealant Bearing the UL Classification Mark �,SSIFje, �M=�� a® Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. January 09, 2003 C,®� U System No. W-L-4007 F Rating - 2 Hr T Rating - 2 Hr L Rating At Ambient - 11 CFM/5g Ft L Rating At 400 F - I CFM/5q Ft A w A 5ECTION A -A 1. Uial'. Assembly -- The fire -rated gypsum wallboard/steel stud wail assembly shall be constructed of the ^raterlale and in the manner described in the individual U400 Series Wall and Partition Design in the JL Fire Reslstance Directory and shall include the following construction features: A. Steel Studs -- Steel studs to be min 3-5/6 in. wide and spaced max 24 in. OC. The opening in the wall to accommodate the cable tray (item 2) shall be framed on all sides. The studs on each side of the ocening and the stud sections used for the header and sill of the opening shall be doubled such that, tre flanged steel casing of the fill material kit (item 5A) may be secured to the steel framing members, through the gypsum wallboard layers, on all sides. The framed opening in the wall shall be min 1 'r, to max 4 in. wider and hleher than the width and height of the cable tray such that, when the cable tray is centered in the opertre, a 1/2 to 2 in. clearance is present between the cable tray and the framing cr all four sides. 5. Gpsum Boards Two layers of from 5/6 in. thick gypsum wallboard, as specified in the individual la'I and Partition Design. 2. Cable Tray -- Max 24 in. wide by max 6 in. deep open ladder cable tray formed of min 0.093 in. tr'lc:k ,'No. 12 gauge) galy steel or min 0.125 in. thick aIumTnum and with rungs spaced 9 in. OC. Max one cable tray per opening. Cable tray to be rigidly supported on both sides of wall assembly. 3. Cables -- Aggregate cross -sectional area of cables in cable tray not to exceed 40 percent cased cr a max 3 iri, cable loading depth within the tray. Any combination of the following types and sizes of copper conductor cables may be used: A. Yax 300 kcmii single -conductor power cable* cross -linked polyethylene insulation. B. r'iax 12 AWS multicorductor power and control cablest cross -linked polyethylene insulation, polyvinyl chloride jacket. Cabies to be Installed min 1/2 in. apart in layers with a layer of intumescent sponge sheet (Item 5A) betweer layers of cable. When diameter of cables is larger than 9/16 in., narrow strips of intumescent sponge to be installed between individual cables In each layer of cables. 4. Mineral -Wool Batt insulation -- Min 4 pcf mineral wool Batts tightly -packed into through opening to completely fill framed opening in wall assembly. 5. Ffrestop System -- Ftrestop system consists of a filll material kit (item 5A) in conjunction with caulk fill material (Item 55). A. F°ill, Void or Cavity Materials- -- Fill Material Kit -- Fill material', kit consists of a nom 10 in_ high by 10 ir. deep modular steel casing with elastomeric gasket strips, etastomeric liner blocks and intumescent sponge filler sheets. The width of the steel casing shall be 6 to 8 in, greater than the width of the cable tray. The fill material kit is to be installed in accordance with the accompanying instructions. The fasteners used to secure the steel casing to the wall surface shall be nom 1/4 in. diameter by min 2-1/4 in. long steel screws in conjunction with steel washers. All voids within the lined steel casing to be tightly -filled with intumescent sponge sheets. The intumescent sponge sheets shall also be installed between the cable tray rungs and the cables as well as between layers of cables in the cable tray. BEELE ENGINEERING B V -- Type FSP Reproduced by HILTI, Inc. Courtesy of 1- -� Underwriters Laboratories, Inc. RESW $YSII August 31, 1995 C ®� US System No. W-L-1243 F Rating - 1 and 2 {fir (5ee Item 1) T Rating - 0 Hr 5 CTION A -A I. Wall ...,:x r - I or 2 Hr. f1re-rategypsum board/stud wall assembly shall be constructed of the materials In the manner specified in the individual U300 or 11400 Series Wall and Partition Design in the Fire Resistance Directorg and shall include the following construction features: A. 5tudsWall framing shall consistof either rod studs or shaped _ u..r' Wood studs to consist of 2 bg 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG galvanized - OC. i. Gylpsum Boards i in. thick, ,:. ft. wide with Square or tapered edges. The g9psum board re number of lagers and sheet orientation shall be as specified In the Individual U300 or U400 Series Designs in the UL Fire Resistance Directory. Max diameter of opening The hourig F Rating of the firestop s9stem is equal to the hour-19 fire rating of the wall assembig in which it is installed. 2, Throueh-Penetrant -Flexible Metal Conclult4Nom. 2 In. diameter (or smaller) aluminum or steel flexible conduit installed either concentricallg or eccentricalig within the firestop_ agatem. The annular -r« between , 1 and periphergof (pointopening shall be In in 0 'in. r to max I In. C ondultto be rIgIdIgd on both sidesof assembIg. See ♦ - Metal Conduitr 3. Fill, Void or Cavltg Materials- Sealant Min 5/6 In. thickness of fill material applied with annulus, Flush with both surfaces of the wall. F pointr . location betweenconduit and gypsum board, - 1/2 bead of shall be applied at the conduit/g9psum board interface on both sides of wall, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS-ONE Sealant +Bearing the UL Listing Marls ,15earing the UL Classification Mark X,SSiFj�o �_.�0 S1 Tl �I Reproduced by HILTI, Inc. Courtesy of J Underwriters Laboratories, Inc. FItERW SYSTEMS January 24, 2011 C ® u5 System No. W-L-1085 F Rating - 1 and 2 Hr (5ee Item 15) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/5cl Ft L Rating At 400 F - 4 CFM/5cl Ft L Udall Assembly The I or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and 1n the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features - A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Boards 5/6 in. thick 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers, fastener type and sheet orientation shall be as spec,iffed in the individual Wail and Partit'on Design. Max diameter of opening is 13-1/4 in. Diameter of circular opening cut through gypsum wallboard on each side of wall assembly to be min 1/4 in. to max':/2 in. larger than outside diameter of through penetrant (Item 2). The hourly F Rating of the firestop system Is equal to the hourly fire rating of the wall assembly in which it is installed. 2- Through penentrants one metallic pipe, conduit, or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit, or tubing to be rigidly supported on both sides of wall assembly. The annular space between the through -penetrant and the periphery of the opening shall be minimum 0" to maximum 1/4 inches. The following types and sizes of metallic pipes, conduits, or tubing may be used: A, Steel pipe, nominal 12" diameter (or smaller) 5&edule 10 (or heavier) steel pipe. B. Iron pipe, nominal 12" diameter (or smaller) cast or ductile iron pipe. C. Conduit nominal 6" diameter (or smaller) steel electrical metallic tubing or steel conduit. D. Copper tubing nominal &" diameter (or smaller) Style L (or heavier) copper tubing. E. Copper pipe nominal &" diameter (or smaller) Regular (or heavier) copper pipe. 3. Fill, Vold, or Cavity Material* -- Sealant Fill material to be forced Into the annulus to maximum extent possible. Additional Fill material to be installed such that a minimum 1/2" crown is formed around _ Penetrating Item _lapping1/4 inch begond- perlpherg of the opening. CONSTRUCTION CHEMICALS, D. ,.., F5-One Sealant l5earin!.�j the UL Classification Marking. �,SSfFj�� --L_.i0l--.JCI" Reproduced by HILTI, Inc. Courtesy of U� Underwriters Laboratories, Inc. I= SYSTEMS November 24, 1999 C'® u5 L_� IDENTIFICATIONWALL RECUIRED TO HAVE "VtECTW OPENW.;S OR PENETRATIONS SHALL 5E EFFECTIV5LY *0 PER14ENTLY IDENTIFIED WITH SIGNS OR 5TENCILIW2, SUCH LOCATED N ACCESS15LE CONCEALED FLOOR FLOOR-CEILNG OR ATTIC SPACES 2. BE LOCATED WIT14N 5 FEET (4512 MM) OF THE END OF r AT INTERVALS NOTEXCEEDINGi • 14ORIZONTALLY ALONG T14E WALL r._. PARTITION AND 3. NCLUDE LETTERIN63 NOT LESS THAN 3 INCWES (16 MM) IN HEIGHT WITH A MINMIAM 3/6 NC14 (55 MM) Srf ZOKE IN A CONTRASTIW3 COILOR NCORPOPATNG THE UW46TED WORDWz. *: SMOKE :- _ PROTECT ALL OPESIING5q OR , , STRUCTURE @ +/- 14'-011 Q�-INSTALL TOP RUNNER FOR METAL STUD FAFIrrITION To UNDESWCE OF 11"7ETAL DECK TIGHTLY PACK ALL VOIDS WITH NON-0O)I` STIBLE FIRE -RESISTANT BATTING AND SEAL ALL EDGE vk>iDS WITH 14ILTi F8601 i O HOUR FIRE RATED SEALANT MATERIAL. (NOTE GYPSUM WALLBOARD till'-L HAYE TO 15E FITTED AROUND ALL BAR JOISTS THAT INTERSECT THE r� PLANE OF INTERIOR PARTITIONS. 'NOTE : NO INTERIOR PARTITIONS .AFM BEARING IN THIS SET Ll OF PLANS.) a- 5/8" TYPE X GYPSUM WALL BOARD OVER i F- LAYER 5/8" CUIETIRD0: ON MINIMUM 4-1/2" 22 GA. METAL STUDS AT 160 CENTERS MAXIMUM 9 t SPACING 06 INTERIOR PARTITIONS LL MUST RESIST A MIN, OF 5 PSF PER FBC 0 .0145 POWDER ACTUATED FASTENERS o 24" CENTERS 0 � -BASE AS PER SCHEDULE. HOUR FIRE-R)iED NON -BEARING, ONE s. FLOOR AND CBILIN N --. -- CHANNEL SHAPED, FABRICATED FROM IMiNIM111 i 22 MSG CORROSION -PROTECTED STEEL, MINIMUI 1 DEPTH TO ACCOMMODATE STUD SIZE, WITH MINIMUM 1-1/4 iNCH LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 INCH ON CENTER MAXIMUM. 2. STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MINIMUM 22 MSG CORROSION -PROTECTED STEEL, SPACED A MAXIMUM OF 16 INCHE.5 ON CENTER STUDS TO BE CUT 3/8 TO 3/4 INCH LESS THAN ASSEMBLY HEIGHT. 3. WATTS AND BLL41 'TSp -- (OPTIONAL) -- MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS, 4. WALE,.. BOARD* --- I LAYER QUIETROCK WALLBOARD UNDER - 5/611 TYPE-'x WITH BEVELED, A=ARE TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTED CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT 13E BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF SPUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYER$ (MULTILAYER SYSTEMS) STAGGERED A MINIMUM OF 12 INCHES. 5. FASTENERS -a- TYPE S OR 5-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDaa OR FURRING CHANNELS. SINGLE LAYER SYSTEMS: I INCH LONG FOR 1/2 AND 5/8 INCH THiCK PANELS OR 1-1/4 INCHES LONG FOR 3/4 INCH THICK PANELS, SPACED 8 INCHES ON CENTER WHEN (PANELS ARE APPLIED HORIZONTALLY, OR 8 INCHES ON CENTER ALONG VERTICAL AND BOTTOM EDGES AND 12 INCHES ON CENTER IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 INCH LONG FOR 1/2 AND 5/8 INCH THICK PANELS OR 1-1/4 INCH LONG FOR 3/4 INCH THICK PANELS, SPACED 16 INCHES ON CENTER SECOND LAYER- 1-5/8 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS OR 2-1/4 INCH LONG FOR 3/4 INCH THICK PANELS, SPACED 16 INCHES ON CENTER WITH SCREWS OFFSET 8 INCHES FROM FIRST LAYER THREE -LAYER SYSTEMS: FIRST LAYER- I INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CEAITER SECOND LAYER- 1-5/6 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER THIRD LAYER- 2-1/4 INCHES LONG FOR 1/2 INCH, 5/5 INCH THICK PANELS OR 2-5/5 INCHES LOIS6 FOR 5/6 INCH THICK PANELS, SPACED 12 INCHES ON CENTER SCREWS OFFSET MINIMUM ro INCHES FROM LAYER BELOW. FOUR -LATER SYSTEMS: FIRST LAYER- i INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER. SECOND LAYER- 1-5/6 INCH LONG FOR 1/2 '5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER THIRD LAYER- 2-1/4 INCHES LONG FOR 1/2 INCH THICK PANELS OR 2-5/6 INCHES LONG FOR 5/6 INCH. THICK PANELS, SPACED 24 INCHES ON CENTER FOURTH LAYER- 2-5/8 INCHES LONG FOR 1/2 INCH THICK PANELS OR 3 INCHES LONG F- R 5/8 iNCH THICK PANELS, SPACED 12 INCHES ON CENTER SCREWS OFFSET MINIMUM 6 INCHES FROM LAYER BELOW. 6. FUj2�iN I CHANNELS -- (OPTIONAL FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- RESILIENT FURRING CHANNELS FABRICATED FROM MINIMUM 25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAXIMUM OF 24 INCHES ON CENTER. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 INCH LOW,% TYPE 5-12 STEEL SCREWS. 1. JOINT TAPE AND COMPOUND -- VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PA'='ER TAi''E NOMINAL 2 INCHES WiDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS aF OU-rER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYP°' LM PANELS ARE SUPPLIED WiTH A SQUARE EDGE. 8. SIDING. BRICK OR STUCCO -- (OPTIONAL) -- ALUMINUM, VINYL OR STEEL CIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS, BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK. 9. CAULKING ANQ S LANTrs -- (OPTIONAL) -- A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. (BEARING THE UL C:LASSIFICATION MARK COPYRIGHT T 2010 UNDERWRITERS LABORATORIES INC.? ST.�I LUCIE COUNTY BOCCI :M �rn N U H M O � Ui Qp % p O io CV W = J J L W Q oW Wm MZ =o v 0o w om Q �CO CO ::Da - 1CD n4t Q Ir co co 1-9 LO C9 M X o M C) �M - � _ m C CO C0 ® Lo C3 � l�1S Q1 N M ~ ll�nn 0 co Z Q U)- Aa> O� 01— U_ 0 C) F-- z<� Fi- <C ?- Q W ®) Z r f- ,.' ZD < O REVISIONS DATE Contract Permit Bid Date 3/10/21 Scale AS NOTED Drawn HT Job 2021-23 Sheet 8.0 D T w a 0 N 0 N N Ln 0 C Ln 0) c .3 r) s t- PNL A14 INSTAHOT i 2A1401406 A14-11 ADA TOILET I 1 A14-13 1 1 GFI I 1 GFI 1 I A14-9 •• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I f I i SUITE 7555 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I 11750 S.F. I I 1,750160 (RETAIL) = 30 OCCUP. I I I I I I I I I I I I I I I I I I A14-7 A14-5 I I t I I I I I I I I I 1 I I I 1 I I I I I I I A14-3 I I I I I I It Jn� ry I VE IFY FINAL L CATION IGN A14--1 TO T.C. ELECTRICAL POWER PLAN 1 /411=1'-011 ST. LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELEC:�� DATE: PLUMB. DATE: _._..v MECH: DATE: ---- ELECTRICAL LEGEND _J I 1 x4 LED LIGHT ]1 x4 LED LIGHT W/ EMERGENCY BALLAST (1200 LUMENS MIN.) ON 24/7 2x2 LED LIGHT 2x2 LED LIGHT W/ EMERGENCY 11A BALL -AST (1200 LUMENS MIN.) ON 24/7 2x4 LED LIGHT 2x4 LED LIGHT W/ EMERGENCY BALLAST (1200 LUMENS MIN.) ON 24/7 O RECL:SSED LIGHT -Q- SURFACE MOUNTED LIGHT QEXTERIOR WALL LIGHT INTERIOR WALL SCONCE ® EXIT SIGN WITHI 90 MIN BATTERY BACK UP ® EXIT SIGN WITH DIRECTIONAL ARROW -..— WITHI 90 MIN BATTERY BACK UP WALL MOUNTED EMERGENCY LIGHT WITHI 90 MIN BATTERY BACK UP EXIT SIGN/EMERGENCY LIGHT COMBO WITHI 90 MIN BATTERY BACK UP SWITCH WITH OCCUPANCY SENSOR ,OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE 3 WAY SWITCH WITH OCCUPANCY SENSOR oc THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE DIMMER SWITCH WITH OCCUPANCY SENSOR %OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE OR 2 HOUR OVERRIDE SWITCH TO TIME CLOCK MOTION SENSOR THAT SHALL TURN LIGHTING I O OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE ff EXHAUST FAN MOTOR 11 EXHAUST FAN Eli DISCONNECT SIMPLEX RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE CEILING MOUNTED SWITCHED DUPLEX RECEPTACLE :6 QUADRUPLEX RECEPTACLE ® SPECIAL RECEPTACLE p JUNCTION BOX FLOOR DUPLEX RECEPTACLE FLOOR QUADRUPLEX RECEPTACLE . I TELEPHONE JACK Q I DATA JACK IF ITELEPHONE/DATA JACK fM I FLOOR TELEPHONE/DATA JACK no I FLOOR TELEPHONE JACK ITI FLOOR DATA JACK 0 TV CABLE OUTLET O SMOKE DETECTOR/CARBON MONOXIDE � SENSOR UL LISTED COMBO O SMOKE DETECTOR I , MULTI -CANDELA FIRE STROBE 9 MULTI -CANDELA SPEAKER/STROBE ® PULL STATION 0 ELECTRICAL PANEL GFI GROUND FAULT INTERUPT NIL NIGHT LIGHT ON 24/7 N NEW E EXISTING ER EXISTING RELOCATED TC TIME SWITCH CONTROL WP WEATHER PROOF EM LIGHT WITH EM BALLAST OR INVERTER 1200 LUMENS MIN. LOCKS ' N ENGINEERING c mep consulting engineers E. PILHUJ P.E. FL REG 49832 G1. IINOA ALVAREZ P.E. FL REG 74056 e 321 E Commercial Blvd 2. Fort Lauderdale FI 33334 EB-0033839 954-938-1881 Est.1966 �Ln LO M O H M ZD U) Q c oL' w = J LL- w 0 ZD LL coF— Z �0 U oNo w g co F- x U ❑� Q _.a F- Cn LO F- CD 0 u Qq {, cc ca U- Cn 1 W cu`x' J LL- 111 � U Z � 0 1!!�^^ VJ 0 U 1-- z � 0 Q S M Q co C _ 1— V OL] U) L0 LO f�— REVISIONS DATE Contract Permit Bid Gate 3/10/21 Scale AS NOTED Dram HT Job 2021-23 Sheet E1 w J a r\ 0 N 0 N N LO 0 c 0 0 c m U a a� U C J a c U c .a a 0 L ra E �L a. M N N 0 0 N N i 0 i N 0 N ui C W �n w J a 0 _._.__. rX tI.. ADA U TOILET I I I NL A14- I I I A14 2 TO T� C. F-77--jl f I I I I I I I I I I I I I I I I I i I I I I I I I I I = I s. R TU 0 A14- ,8,10 I I I i I I I I ( WP GFI A14 12 ' I I I I I I I I I I I I I I — I I I I I I I I I I I I I I I i I I I I I i I I I I I I I I SUITE 11750 T555 . F. I I I ' I I i i I I I I I I I I I I I I I I — ( < I I I I I I I I I — I I I I I u I i 1 I o. I I I I I I I I I I NL I I I I I I I I n ELECTRICAL LIGHTING PLAN )- 114" =1'-0" ST. LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELEC: DATE: -1,,v PLUMB: DATE: A9ECH� DATE: ELECTRICAL LEGEND 1x4 LED LIGHT —'j 1x4 LED LIGHT W/ EMERGENCY J BALL -AST (1200 LUMENS MIN.) ON 24/7 2x2 LED LIGHT 2x2 LED LIGHT W/ EMERGENCY BALLAST (1200 LUMENS MIN.) ON 24/7 2x4 LED LIGHT y 2x4 LED LIGHT W/ EMERGENCY BALLAST (1200 LUMENS MIN.) ON 24/7 ® RECE7SSED LIGHT 1 -®- SURFACE MOUNTED LIGHT EXTERIOR WALL LIGHT T' INTERIOR WALL SCONCE EXIT SIGN WITH 90 MIN BATTERY BACK UP ® EXIT SIGN WITH DIRECTIONAL ARROW -..-- WITH 90 MIN BATTERY BACK UP WALL. MOUNTED EMERGENCY LIGHT WITH 90 MIN BATTERY BACK UP EXIT SIGN/EMERGENCY LIGHT COMBO WITH 90 MIN BATTERY BACK UP SWITCH WITH OCCUPANCY SENSOR THAT SHALL TURN LIGHTING OFF WITHIN 30 OC MINUTES OF AN OCCUPANT LEAVING A SPACE 3 WAY SWITCH WITH OCCUPANCY SENSOR OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE DIMMER SWITCH WITH OCCUPANCY SENSOR %OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE OR 2 HOUR OVERRIDE SWITCH TO TIME CLOCK MOTION SENSOR THAT SHALL TURN LIGHTING ® OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE ff EXHAUST FAN MOTOR ® EXHAUST FAN ❑j DISCONNECT SIMPLEX RECEPTACLE DUPLEX RECEPTACLE �i DUPLEX RECEPTACLE CEILING MOUNTED SWITCHED DUPLEX RECEPTACLE QUADRUPLEX RECEPTACLE (� SPECIAL RECEPTACLE OJ JUNCTION BOX FLOOR DUPLEX RECEPTACLE FLOOR QUADRUPLEX RECEPTACLE POWER POLE TELEPHONE JACK DATA, JACK V 1 TELEPHONE/DATA JACK fM IFLOOR TELEPHONE/DATA JACK FLOOR TELEPHONE JACK M FLOOR DATA JACK © TV CABLE OUTLET O� SMOKE DETECTOR/CARBON MONOXIDE SENSOR UL LISTED COMBO O SMOKE DETECTOR MULTI -CANDELA FIRE STROBE O MULTI -CANDELA SPEAKER/STROBE ® PULL STATION cz-om ELECTRICAL PANEL GFI GROUND FAULT INTERUPT NL NIGHT LIGHT ON 24/7 N NEW E EXISTING ER EXISTING RELOCATED TC TIME SWITCH CONTROL WP WEATHER PROOF EM LIGHT WITH EM BALLAST OR INVERTER 1200 LUMENS MIN. SOME SYMBOLS MAY NOT BE USED. NL AND EXIT SIGNS TO BE WIRED AHEAD OF ANY CONTROL. REVIEWED FOR CODE COMPLIANCE T. L_ CIE COUNTY BOCC LOUCKS�I ENGINEERING c rnep consulting engineers E. PILHUJ P.E. FL REG 49832 emu. IFJQA ALVAREZ P.E. FL REG 74056 z.' r �� /K1 _ 321 E Commercial Blvd Fort Lauderdale FI 33334 954-938-1881 Est.1966 At. Cn O L: N M U Q C? t3 _ 0 w m I-- " z 00 U 0o w CZ) F- LlU ❑� Q El LU CO La C 00 0r to CIO U Qj � a co � ra ca U u- Lj J LL W v z J O U) �+— O F— � U � _z Q O U x o _ CL I-- V QCO U) Ln LO REVISIONS DATE Contract, Permit Bid Date 3/10121 Scale AS NOTED Drawn HT Job 2021-23 Sheet E2 Z) LU w J a M M . 0 N 0 Ln 0 c 0 c .3 M a 5 U Q U J ii C c U 0) c 'a a 0 r ra E a ru - r m N N 0 0 N N 0 N N 0 N LLi c Q) 0 Ln Ln w J .a a 0 7i 0 r-, N N Lr) O c L a N O N U N s w a c c v c c w tA U I 0 ELECTRICAL NOTES: 1. ALL WORK TO BE DONE ACCORDING TO 2020 F.B.C., 2013 NFPA-72, 2015 NFF'A-101, 2015 NFPA-1, 2020 FFPC AND 2017 N.E.C.. 2. CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE. FAILURE TO DO SO AND CONTRACTOR PROCEEDS AT HIS OWN RISK. 3. MAINTAIN AS-BUILTS ON A DAILY BASIS. SUBMIT 3 COPIES TO ARCHITECT AND OWNER 3 DAYS PRIOR TO ANY REQUIRED INSPECTIONS. 4. ALL CONDUIT TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. P,V.C. WILL BE ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER N.E.C. TABLE 250-66,122 IS INCLUDED WHEN ALLOWED BY CODE. NO PVC WILL BE ALLOWED IN R.A. PLENUMS OR FIRE RATED ASSEMBLIES. ALL MATERIALS IN R.A. PLENUMS TO BE PLENUM RATED. 5. CONDUCTOR TO BE COPPER THWN OR THHN. MORE THAN THREE CURRENT CARRYING CONDUCTORS IN A CONDUIT TO BE INSTALLED PER NEC 310.15(B)(3)(A) 6. ALL EXTERIOR EQUIPMENT TO NEMA 3R RATED. 7. ALL FUSES TO BE BUSSMAN CURRENT LIMITING AT SERVICE ENTRANCE. ALL OTHERS FUSES ACCORDING TO MANU. SPECIF. 8. PROVIDE 6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE ORDERED BEFORE SHOP DRAWINGS ARE APPROVED. 9, VERIFY ALL NAMEPLATE DATA OF EQUIPMENT FOR PROPER PROTECTION AND LOADS PRIOR TO INSTALL OR WIRING, 10, MAINTAIN A MINIMUM OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR TO INSTALLING ANY EQUIPMENT COORDINATE WITH OTHER TRADES TO INSURE THAT CLEARANCES ARE MAINTAINED. 11, CONTRACTOR TO REMOVE ALL TRASH/UNUSED MATERIALS AT THE END OF DAY. 12. ALL CONDUITS, FIXTURES, DEVICES TO HAVE GROUND EXTEND AS PER TABLE 250-122 N.E.C. 13. POWER TO BE ON CONTINUOUSLY 5 WEEK PRIOR TO COMPLETING PROJECT. 14. ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR THAT IS PROVIDING THE SYSTEM INCLUDING PERMITTING. 15. CONTRACTOR TO LAMP/RELAMP ALL FIXTURES, 16. CONTRACTOR TO VERIFY QUANTITIES OF EXISTING AND NEW DEVICES AND FIXTURES REQUIRED TO COMPLETE PROJECT PRIOR TO SUBMITTING BID. 17. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND MUST PROVIDE NEW PANEL SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL. 18. NEUTRALS NOT TO BE SHARED. PROVIDE #8 NEUTRAL TO ALL FURNITURE SYSTEMS, IF APPLICABLE. 19. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT MENTIONED ')R NOT TO POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS INSTALLED. 20. ALL DEVICES TO MATCH BUILDING STANDARD OR BE DECORA SERIES. 21. TYPICAL LIGHT SWITCHES TO BE ® 48" A.F.F. ON CENTER. TYPICAL RECEPTACLE T� BE 18" A.F.F. ON CENTER, ALL SWITCHES TO BE GANGED WITH CONTINUOUS FACEPLATES. ALL DEVICES THAT ARE ADJACENT TO BE SPACED 6" ON CENTER. 22. ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTE:, INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED. 23. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES BE CLEANED, 24. ALL EMERGENCY AND EXIT LIGHTS ARE TO HAVE A MINIMUM 90 MINUTE BATTERY BACK-UP. 25. CONTRACTOR IS TO PROVIDE STEP DOWN TRANSFORMERS FOR ALL FANS WHEN FBI QUIRED. 26. NO ALUMINUM CONDUCTOR BUSS WILL BE ALLOWED - ALL MUST BE COPPER. 27. ALL DATA, TEL., TV BOXES TO BE 4x4x2 DOUBLE GANG BOXES, STUB ALL CONDUITS WITH LAY IN CEILINGS TO 6" ABOVE CEILING. ALL CONCEALED OR EXPOSED APPLICATIONS TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION. 28. CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES. 29. NEW ELECTRICAL PANELS TO HAVE BOLT ON BREAKERS. 30. NO ELECTRICAL CIRCUITS OR WIRING FROM ADJACENT SPACES TO BE USED IN THIS PROJECT. 31. ALL INTERIOR LIGHTING TO HAVE SWITCHES WITH OCCUPANCY SENSORS IN THEM CAPABLE OF STAYING ON NO MORE THAN 30 MINUTES. CIRCUITS WHICH HAVE MG i"ICN SENSORS ON THEM MAY USE STANDARD SWITCHES, 32. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. 33. PROVIDE 2-2" RIGID CONDUIT FROM BUILDINGS MAIN TELEPHONE ROOM COMMUNICATION CENTER TO SITE DEMARC POINT. COORDINATE CABLE, TV, VOICE AND DATA REQUIREMENTS WITH OWNER TO MEET THEIR REQUIREMENTS. 34. VERIFY EXISTING FIRE ALARM HAS SUFFICIENT ROOM FOR EXPANSION AND EQUIPMI NT IS STILL READILY AVAILABLE. CONTRACTOR TO PROVIDE COMPLETE SHOP DWGS INCLUDING RISER, CUT SHEETS, BATTERY CALCULATIONS AND ALL OTHER NECESSARY INFORMATION. 35. LABEL ALL OUTLETS AND JUNCTION BOXES WITH PANEL AND CIRCUIT NUMBER. 36. ANY ELECTRICAL EQUIPMENT POTENTIALLY NEEDING ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED MUST BE PLACARED IN ACCORDANCE WITH N.E.C. 110.16. 37. ALL NIGHT LIGHTS AND EMERGENCY LIGHTS TO BE CONNECTED AHEAD OF ANY CONTROL DEVICE. 38. ALL TRANSFORMERS ARE TO HAVE A MINIMUM K-RATING OF K-13. KVA SIZING OF TRANSFORMER IS SHOWN ON THE ELECTRICAL RISER DRAWING. 39. ALL CIRCUIT BREAKERS SERVING FURNITURE SYSTEMS MUST BE HANDLE TIED AS PER N.E.C. 605.7 40. PROVIDE 90 MIN. BATTERY BACK UP FOR NEW AND EXISTING EMERGENCY/NIGHT LIGHTS PLEASE REFER LEGEND. 41. PROVIDE MEAN OF DISCONNECTION FOR ALL LIGHTING FIXTURES AS PER NEC 410.130(G) NEW PANEL A14 100A MLO 304W 120 /208V Wire 0 No. Polesl Trip Description Load jjNo. Polesl Trip Description Load 0 Wire 12 A 01 1 20 SIGN 1200 102 1 20 LTG TC 700 A 12 12 B 03 1 20 SHOW WINDOW 360 104 1 20 RESTROOM LTG 50 B 12 12 C 05 1 20 REC 720 06 3 35 RTU 11200 C 8 12 A 07 1 20 REC 540 08 - - - - A 8 12 B 09 1 20 DF 600 10 - - - - B 8 12 C 11 1 20 TEL 180 12 1 20 ROOF GFI 180 C 12 12 A 13 1 20 RESTROOM 180 14 2 30 INSTAHOT 4600 A 10 B 15 116 - - - - B 10 C 17 118 C A 19 _ 20 A B 21 22 B C 23 .24 C A 25 26 A B 27 28 B C 29 30 -- _ C •. NEW -- - - - - -- EXISTING •• PANEL LOAD 2051OW 57A ELECTRICAL _RISER DIAGRAM N.T.S. ELECTRICAL RISER, DETAILS AND NOTES 1 /4" =1'-0" ST. LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELEC:MLP1j DATE:9 �r-2) PLUMS: DATE: MECH•. -` DATE: . 'IUTLET BOX ROUNDING ONDUCTOR GREEN) APPED HOLE J BOX ROUNDING SCREW- 10 32x3/8" SLOTTED EXAGON HEAD. WASHER ACE SCREW (TYPICAL) 'IRE NUT TYPICAL) NOTE: GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO THAT REMOVAL OF DEVICE WILL. NOT INTERFERE WITH CONDUCTOR CONTINUITY. EPTACLE DETAIL GROUNDING REC N, T. S. MINIMUM OF (2) 12 GA. HANGER WIRES TO STRUCTURE ABOVE SUSPENDED CEILING LIGHTING SUPPORT DETAILS 2E N. T. S. CEILING MIN. 6" 3/4" CONDUIT (TYP.) WITH PULL STRING 2" CONDUIT WITH PULL STRING (PVC BELOW GRADE, RIGID METAL WHERE EXPOSED TO AIR, EMT INSIDE BUILDING). I I 2'W x 4'H I TELE BD MAIN I PAINTED BUILDING 4x4 METAL BLACK T, B, ELECTRICAL BOX, COORDINATE GROUND FINAL PLASTER BAR RING AND FACE PLATE 0 L - - - - J REQUIREMENTS. TERMINATE WITH FLOOR INSULATED BUSHING TELEPHONE_ RISER N.T.S. All a COUNTY BOCC LOUCKS,I ENGINEERING c mep consulting engineers E. PILHUJ P.E. FL REG 49832 G. INOA ALVAREZ P.E. FL REG 74056 -- - 321 E Commercial Blvd Fort Lauderdale FI 33334 E6-00331839 954-938-1881 Est.1966 ! -1 *k CO O N C..) LU M 17, i - co o i ¢O � q= CL ry w � � 0 w m � " z =o U o LU o O° F U LU Lr) -J 0 ¢ cc vo 07 _a cu c asQq cu cu ? U " c Lo CD �I--5 CU Uj 0 = c c) �o --S ® c 6 o � Q C.a L-L._ W � U z =5 J Lam. CU �-- 0 H C) z Q O C~/ wQ C:j 0 _ m � I- ZD < 0 m U) L0 L0 L0 ti REVISIONS DATE Contract Permit Did Date 3/10/21 Scale AS NOTED Drawn HT Job a 2021.23 Sheet E3 DUCT HANGER SUPPORT -DETAIL NTS HANGERS RODS OR STRAPS D N W J a N M 0 N N Ln 0 c 0 m 0 c 3 E r L a 'v 0 J U) a c U on c .a 0. 0 fu V) E a` ct f 0 m rn N 1-4 0 0 N N 0 N N 0 N LU c v �v V) w J 0 v� 0 N N Ln O N y.r C a N 0 N W v cu cu L m 4 U c c v c c w x U 0 0 — HANGERS STRAP 3/8" BOLT i f HANGERS RODS 4-- BAND OF SAME SIZE AS HANGER STRAP ROUND FLEX DUCT HANGING DETAIL NTS 1 1 /4" STRAP 48"O.C. ATTACH TO TOP CORD OF JOIST WITH 5/16 NUTS, BOLT, FENDER WASHERS MAX. SPAN 48" ( "I" FLEXIBLE DUCT INSULATED SOLID METAL STRAP WITH 6" SOLID METAL SADDLE TYP MECHANICAL PLAN .. 114" =1'-0" H.U.C. NOTES A/C EQUIPMENT: REPLACE EXISTING 4 TON UNIT WITH NEW SEE AC SCHEDULE BELOW DUCTWORK: RIGID FOILFACED 1.5" R=6.0 SUPPORT 48" O.C. ALL TURNS AND TRANSITIONS PRESSURE TAPE AND MASTIC SEAL ALL SEAMS AND JOINTS. DUCTS TO HAVE TURNING VANES. FLEX UL CLASS ONE AIR DUCT R=6 SUPPORT 48"O.C.. SPIN IN COLLARS WITH M.V.D. TIE WRAP INNER LINER AND PRESSURE TAPE AND MASTIC SEAL OUTER LINER WITHOUT COMPRESSING INSULATION EXHAUST: GALVANIZED SNAP LOCK (22 GAUGE MIN.) SUPPORT 48" O.C. AND AT ALL TURNS. NO SUPPORT OR WEIGHT TO LAY ON EXHAUST FAN HOUSING INSULATION R=6 DIFFUSERS: REUSE EXISTING NEW MATCH BUIDING STANDARD RETURNS: REUSE EXISTING NEW MATCH BUILDING STANDARD EXHAUST FAN: EXISTING THERMOSTAT: REUSE EXISTING DUCT HANGING DETAIL NTS NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS TYPICAL HAN__._ STRAP & SADDLE DUCT HANGING DETAIL TYPICAL Z—BAR & WIRE DUCT HANGING DETAIL :AL CHANNEL RAP DUCT HANGING DETAIL FRESH AIR PER FMC 2020 TABLE 403.3 ACE/TYPE/NAME AREA(FT2) NO PEOPLE CFM/PERSON CFM/FT2 CFM REQUIRED CFM PROVIDED 'ETAIL #1 1690 25 7.5 0.12 �390 _ryyv390w__ OTAL 390 390 AC SCHEDULE -CARRIER i TU-1 4 TON — FRONT DFC—A05, 208-3-60, TC 48.4, SC 34.3 0 1600CFM DMPR 13.7, LRA 83 DND FN FLA 1.5, 1/4 HP, EVAP FN FLA 6.1, BHP 1.1 EAT 6.1KW, MCA 31, MOCP 35, SEER 14 H.V.A.0 LEGEND EXISTING (RIGID DUCT) EXISTING (RIGID DUCT REMOVED) --- — — NEW (RIGID DUCT) EXISTING FLEX EXISTING FLEX TO BE REMOVED NEW FLEX TO MATCH EXISTING WITH SPIN IN COLLARS/M.V.D. NEW OR RELOCATED DIFFUSER EXISTING DIFFUSER NEW OR RELOCATED RETURN AIR GRILLE K EXISTING RETURN AIR GRILLE L `, DIFFUSER TO BE RELOCATED/REMOVED RETURN TO BE REMOVED/RELOCATED IL J NEW OR RELOCATED EXHAUST FAN NEW OR RELOCATED EXHAUST GRILLE LINEAR DIFFUSER (EXISTING) c LINEAR DIFFUSER (NEW) SPIN IN COLLAR W/M.V.D. .� SMOKE DETECTOR SD THERMOSTAT O TEST SWITCH REMOTE THERMOSTAT FIRE DAMPER H RETURN AIR GRILLE R.A.G. EXHAUST FAN EF LINEAR DIFFUSER LID EXHAUST GRILLE (EG) TRANSFER GRILLE SIDE WALL DIFFUSER REMOVE REM RELOCATE REL RAFD (EXIST.) RAFD (NEW)—� FIRE DAMPER (NEW) FIRE DAMPER (EXIST) EXISTING (E) NEW (N) COLD WATER RETURN —cart—cot—cwe— COLD WATER SUPPLY—cws—crrs—cw _ CO2 SENSOR —SUBMIT SHOP DWGS PROVIDE SENSOR & CONTROLLER MOTORIZED DAMPER 0 NOTE: SOME ITEMS MAY NOT BE USED IN THE DRAWING DRAWING NOTES 1Q REMOVE RETURN/DIFFUSER & ASSOCIATED DUCTING AS REQUIRED Q RELOCATE RETURN/DIFFUSER Q EXISTING (3) 14"0 RETURN DUCTS TO UNIT RETURN PLENUM ® NEW 4 TON REPLACING EXISTING 4 TON REVIEWED FOR CODE COMPLIANCE RM! OCC LOUCKSIN ENGINEERING c mep consulting engineers E. PILHUJ P.E. FL REG 49832 G. FNGA ALVAREZ P.E. FL REG 74056 321 E Commercial Blvd el ' Fort Lauderdale FI 33334 5. 2 j EE-0933839 954-938-1881 Est.1966 Ua a� _, f-- LO c� O ¢ . a <ta,i c� o < � J '3 Cn cc =ucc Cj o v z iq � � is 0 � IS U CD U Z M O �+— U) O I- 0 U I— z Q 0 U Q Q O Imo_ LIJ i-- V U) = d- _ v— i--- m U) LO L0 L0 ti i ti Contract Permit DATE Bid Date 3110/21 Scale AS NOTED Drawn HT Jab 2021-23 '= II PLUMBING SANITARY PLAN 1 /4" =1 I-0" PROVIDE NEW INSTA-HOI E-46S/208V, 4600 WATT DIGITAL TEMPERATURE SE TEMPERATURE CONTROL, EFFICIENT, COMPACT SIZE REQUIREMENTS. •• :T TO EXISTING RAM OF BATHROOM Q I i f Y ❑3 rh I ,J I coil I A' _' . SANITARY RISER N' 4 �clAb t/2 INSTA-HOT CHRONOMITE, 4600 WATTS. EXTERNAL RATURE SELECTION FOR CONTROL, 98% ENERGY 4PACT SIZE, MEETS ADA �F WATER RISER NTS PLUMBING WATER PLAN 1 /411 = 1'-0" CONDENSATE PIPING TO BE COPPER AND INSULATED. - INSULATE HOT WATER PIPING AND HOT WATER RETURN PIPING AS INDICATED IN PLUMBING SPECIFICATIONS ON SHEET P2. - PROVIDE TEMPERATURE LIMITING DEVICES AT ALL HAND SINKS AND LAVATORIES. SEE SHEET P2 FOR SPECIFICATION. - ALL EQUIPMENT CONNECTED FOR CONSUMPTION (INCLUDING BUT NOT LIMITED TO BEVERAGE DISPENSERS, COFFEE MACHINES AND NONCARBONATED BEVERAGE DISPENSERS, STERILIZATION, DISTILLATION, PROCESSING, COOLING, OR STORAGE OF ICE OR FOODS TO HAVE BACKFLOW PREVENTER CONFORMING TO ASSE 1022. - ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4. - WATER SYSTEM TO COMPLY WITH THE MINIMUM CRITERIA OF FPC 604.3 AND APPENDIX E FOR THE WATER CAPACITY AT ALL FIXTURES. - CONTRACTOR TO VERIFY VOLTAGE OF ALL EQUIPMENT PRIOR TO ORDERING. - COORDINATE WITH MECHANICAL DRAWINGS AND CONTRACTOR FOR THE LOCATION OF THE ASSOCIATED EQUIPMENT. - COORDINATE WITH ELECTRICAL DRAWINGS AND CONTRACTOR FOR THE LOCATION OF THE ASSOCIATED EQUIPMENT. - WHERE APPLICABLE, CONTRACTOR TO VERIFY EXISTING PLUMBING EQUIPMENT, FIXTURES, AND PIPING TO REMAIN ARE IN GOOD WORKING CONDITION AND CLEAN THOROUGHLY. - CONTRACTOR TO VERIFY IN FIELD THE EXACT LOCATION AND SIZE OF EXISTING PIPING BEFORE BEGINNING WORK. NOTIFY ARCHITECT/ENGINEER BEFORE PLACING BID IF THERE ARE ANY ISSUES/DISCREPANCIES. 0 EXISTING PLUMBING FIXTURE TO BE REMOVED AND REPLACED. RECONNECT NEW 1-1/4" SANITARY AND 1 /2"CW TO EXISTING. ADJUST EXISTING WATER AND SANITARY FOR NEW LOCATION OF REPLACED FIXTURES. VIF. 2❑ EXISTING PLUMBING FIXTURE TO BE REMOVED AND REPLACED. RECONNECT NEW 3" SANITARY AND 1/2" WATER TO EXISTING. ADJUST EXISTING WATER AND SANITARY FOR NEW LOCATION OF REPLACED FIXTURES. VIF. ❑3 STUB UP 3" SANITARY FOR FUTURE. ® CONNECT TO EXISTING. VERIFY EXACT LOACTION IN CIE-1 n LINE LEGEND — • — • . • — COLD WATER — HOT WATER 1107 — • • • • • — HOT WATER 1407 HOT WATER RECIRC - - - - - - NONPOTABLE WATER — - — - — - — FILTERED WATER BEER/SODA LINES WASTE - - - - - - - - - - EXISTING WASTE C GREASY WASTE — — G — — G — EXISTING GREASY WASTE - - - - - - - - - - VENT GAS RAIN WATER LEADER — — CONDENSATE DEMO — - — - — - — COMPRESSED AIR (CA) STEAM (ST) VACUUM (V) — - - - — - - - — CARBON DIOXIDE (CO2) INOT ALL LINES ON THIS LIST ARE USED ON THIS PLAN. ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BS BELOW SLAB BTU BRITISH THERMAL UNIT CD CONDENSATE CO CLEAN OUT CW COLD WATER D DEMO E EXISTING ETWH ELECTRIC TANKLESS WATER HEATER EWH ELECTRIC WATER HEATER FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FFD FUNNEL FLOOR DRAIN FS FLOOR SINK FW FILTERED WATER G GAS GTWH GAS TANKLESS WATER HEATER GWH GAS WATER HEATER GW GREASY WASTE HD HUB DRAIN HB HOSE BIB HW HOT WATER HWR HOT WATER RECIRC (RETURN) IM ICE MACHINE IDW INDIRECT WASTE MBTU THOUSAND BRITISH THERMAL UNIT N NEW N/A NOT APPLICABLE ORWL OVERFLOW RAIN WATER LEADER ORD OVERFLOW ROOF DRAIN PE POLYETHYLENE PLASTIC PIPE PR PRESSURE/MP REGULATOR R RELOCATE/RELOCATED RV RELIEF VENT RD ROOF DRAIN RH ROOF HYDRANT RTU ROOF TOP UNIT RW RAIN WATER/STORM RWL RAIN WATER LEADER S SANITARY SCH 40 SCHEDULE 40 METALLIC PIPE SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER TWH TANKLESS WATER HEATER VTR VENT THRU ROOF VIF VERIFY IN FIELD WB WALL BOX WCO WALL CLEAN OUT WH WALL HYDRANT NOTE: NOT ALL ABBREVIATIONS ON THIS LIST ARE USED ON THIS PLAN. FPC TABLE 704,1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2" OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 FPC, 704.1: HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TARLF 704.1. REVIEWED FOR CODE COMPLIANCE R,, crl LOUCKS I ENGINEERING c mep consulting engineers E_ PILHUJ P.E. FL REG 49832 G. Ili®A ALVAREZ P.E. FL REG 74056 321 E Commercial Blvd Fort Lauderdale FI 33334 954-938-1881 Est.1966 t ".)CO o C"j U rn �— ch 8 OHO CD CD oG.C"24 w = J LL- 2 p o� � m i- z U ono w gm � U ❑�� Q Elu=q w ' cyj LO t- �LO c� to 00 cc =w CD LL C7 O J 79M M a C cc cc r°?a U w co � � w cam, crj C7 in (f) is O L_ LL � U z � Gn J Q F- WU U F— z Q ry W CL 0 Q O — m n _ H Q m W L0 ti REVISIONS DATE Contract Pemlit Bid Date 3/10/21 Scale AS NOTED Drawn HT Jab 2021-23 Sheet P1 PLUMBING SPECIFICATIONS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCE. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS, AND OF AMERICAN MANUFACTURE. ALL REQUIREMENTS AND MATERIALS SHALL BE AS PROVIDED FOR ORIGINAL BUILDING AND AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS. 2a. IN COMBUSTIBLE LOCATIONS AND ASSEMBLIES, SANITARY, WASTE, VENT, AND STORM PIPING SHALL BE CENTRIFUGAL CAST IRON BELL AND SPIGOT BELOW GRADE AND NO -HUB SYSTEM WITH STAINLESS STEEL COUPLINGS ABOVE GRADE EXCEPT VENTS ABOVE GRADE MAY BE SCHEDULE 40 GALVANIZED IRON. 2b. IN NON-COMBUSTIBLE LOCATIONS AND ASSEMBLIES, SANITARY, WASTE, VENT, AND STORM PIPING MAY BE AS SPECIFIED IN 2a OR MAY BE DWV PVC. 3a. IN COMBUSTIBLE LOCATIONS AND ASSEMBLIES, CONDENSATE DRAINS ABOVE GROUND SHALL BE INSULATED COPPER TYPE "M". 3b. IN NON-COMBUSTIBLE LOCATIONS AND ASSEMBLIES, CONDENSATE DRAINS MAY BE AS SPECIFIED IN 3a OR MAY BE DWV PVC. 3c. CONDENSATE DRAINS BELOW GROUND SHALL BE DWV PVC. 4a. POTABLE WATER PIPING BELOW GROUND SHALL BE TYPE "K" SOFT TEMPER TUBING WITH WROUGHT COPPER FITTINGS AND SOLDER -FREE JOINTS. 4b. POTABLE HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD TEMPER COPPER TUBING WITH WROUGHT COPPER FITTINGS. WELDED, BRAZED, OR SOLDERED JOINTS WILL BE ACCEPTED. 4c. ALL POTABLE WATER PIPING BELOW ANY FLOOR ON GRADE OR FILL OR FLOOR BELOW GRADE OR FILL SHALL BE SLEEVED AND SHALL BE PROTECTED IN ACCORDANCE FPC 305. 5. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION. 6. THE CONTRACTOR SHALL CONNECT TO ALL EQUIPMENT FURNISHED BY THE OWNER. 7. EACH NEW FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP OR SHUT-OFF VALVE AS APPLICABLE. 8. WATER HAMMER ARRESTORS SHALL BE PROVIDE AND INSTALLED INSTALLED AS PER PDI-WH 201 & FPC 604.9. 9. PROVIDE DIELECTRIC FITTINGS IN ALL PIPING SYSTEMS WHERE CONNECTING DISSIMILAR MATERIALS AND PROTECT AGAINST CONTACT OF DISSIMILAR THROUGHOUT THE INSTALLATION. 10. INSULATE ALL HOT WATER, CONDENSATE DRAINS, AND WATER COOLER WASTES PROVIDED. 11. INSULATE HOT WATER PIPING WITH ARMAFLEX INSULATION SIZED PER TABLE BELOW. MINIMUM PIPE INSULATION THICKNESS inches TEMP RANGE ° F PIPE TUBE OR SIZE inches < 1.5 1 > 1.5 141 - 200 1.5 1 2 105 - 140 1 1 1.5 12. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAINS IN PLENUM AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL AS PER THE MANUFACTURER'S INSTRUCTIONS. 13. ALL HOSE BIBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH VACUUM BREAKERS AND SHALL BE SEPARATELY VALVED. 14. ALL WATER, SOIL, WASTE, VENT, AND STORM PIPING PROVIDED SHALL BE TESTED PER FPC 312 TESTS AND INSPECTIONS. 15. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS FOR ALL EQUIPMENT AND CASEWORK AND CASEWORK DIMENSIONED ROUGH -IN LAYOUT PRIOR TO PROCEEDING WITH ANY WORK, 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE, CASEWORK, AND EQUIPMENT ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATION. 17. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE. 18. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR .INTENDED OCCUPANCY. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL OBVIOUSLY NECESSARY ITEMS EVEN THOUGH ITEMS ARE NOT INCLUDED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 19. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK. 20. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. 21. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 22, CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS CONTRACTOR, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS, ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO LANDLORD AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING. 23, PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL WORK AND EQUIPMENT FROM DAMAGE INCLUDING EXISTING, 24. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 25. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS. 26. CONTRACTOR SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED FOR ALL SYSTEMS PROVIDED. 27. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TAXES REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 28. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT. 29. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE. 30, CONTRACTOR TO KEEP ACCURATE AS-BUILTS AND SHALL SUBMIT THREE (3) COPIES TO ARCHITECT/ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION. 31. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IMMEDIATELY UPON ANY DISCREPANCIES, IF FOUND. 32. ALL EQUIPMENT CONNECTED FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER. 33. ALL EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED AS PER FBC ACCESSIBILTY 606.5. 34. ALL VALVES SHALL BE IDENTIFIED AS PER FPC 606.4. 35. ALL PIPING TO BE IDENTIFIED AS PER FPC 606.7 & 608.& 36. ALL INDIRECT WASTE PIPING TO BE TRAPPED AS PER FPC 802.2. 37. ALL MATERIALS LOCATED IN A PLENUM MUST BE PLENUM RATED. 38. ALL MATERIALS LOCATED IN A FIRE RATED ASSEMBLY SHALL BE NON-COMBUSTIBLE. 39. ALL MATERIALS PENETRATING A FIRE RATED ASSEMBLY SHALL BE FIRE STOPPED. 40. USE OF CORRUGATED STAINLESS STEEL TUBING (CSST) WILL NOT BE ACCEPTED. 41. ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4, HANGER ROD SCHEDULE PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" 3/8" DIA. 4" THRU 6" 5/8" DIA. 2 1/2" TO 3" 1/2" BENT STRAP 1 1/2 " 3/16" OVER VERT. LESS OF ANGLES - BOTTOM CHORDS OF STEEL JOIST - HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP 6" THRU 12" 7/8" DIA. INSERT NUT J U'� HANGER ROD CONCRETE INSERT WEB MEMBERS ONE ANGLE ON EACH WELDS CONCRETE JOIST HANGER NUT SIDE OF WEB MEMBERS SEE PROJECT REST ON TOP OF �_� BOTTOM CHORDS STEEL �_.- PLANS VI il\\ JOISTS BETWEEN PANEL • • ' .' POINTS. SIZE FOR LOAD _HEAVY DUTY CONC. STEEL JOIST JOIST CLAMP HANGER ROD HANGER ROD LOCKING NUT CONCRETE JOIST HANGER ROD SUPPORT NUT _ HEAVY DUTY CLEVIS HANGER PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION SUPPORT NUT �- HEAVY DUTY CLEVIS HANGER VAPOR BARRIER ' INSULATION 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 8" LONG CLEVIS HANGER SINGLE 'HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION PIP2_ E SUP1 J13®11DX7C DETAIL SCALE: NTS CONTRACTOR TO VERIFY VOLTAGE OF ALL EQUIPMENT PRIOR TO ORDERING. VERIFY SELECTIONS WITH OWNER/ARCHITECT PRIOR TO ORDERING. TEMPERATURE LIMITING DEVICES: A. PROVIDE THERMOSTATIC MIXING VALVE (TMV) AT ALL -HAND SINKS AND LAVATORIES, WATTS THERMOSTATIC MIXING VALVE (TMV) LFMMV-M1 OR EQUAL LEAD-FREE BODY, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, IAPMO CUPC, AND NSF61-G LISTED. FOR RESIDENTIAL AND COMMERCIAL USE. THE LFMMVMI THERMOSTATIC MIXING VALVES MAINTAIN AND LIMIT MIXED HOT WATER TO A DESIRED, SELECTABLE TEMPERATURE. THE LFMMVMI VALVES CAN BE SET TO ANY TEMPERATURE BETWEEN 807 AND 1207 WITH FLOW RATES AS LOW AS 0.5 GPM AND AS HIGH AS 12 GPM. THIS MIXING VALVE SERIES IS LISTED UNDER ASSE 1017 FOR VALVES USED IN HOT WATER SOURCE APPLICATIONS, ASSE 1069 FOR SINGLE -PIPE, TEMPERED WATER APPLICATIONS AND ASSE 1070 FOR VALVES USED IN INDIVIDUAL OR MULTIPLE FIXTURE APPLICATIONS AND ALSO LISTED IAPMO CUPC, THE LFMMVMI'S FEATURE LEAD FREE* CONSTRUCTION TO COMPLY WITH LEAD FREE* INSTALLATION REQUIREMENTS. THE LFMMVMI USES A DOUBLE THROTTLING DESIGN TO CONTROL BOTH THE HOT AND COLD WATER SUPPLY TO THE MIXED OUTLET. THE SUPERIOR FLOW CHARACTERISTICS OF THIS VALVE PROVIDE ACCURATE TEMPERATURE CONTROL (t3'F) WITH LOW PRESSURE DROP ACROSS THE RATED FLOW RANGE. AS AN ADDED FEATURE, THE LFMMVMI SERIES INCORPORATES INTEGRAL INLET FILTER WASHERS AND CHECK VALVES IN BOTH THE HOT AND COLD WATER INLETS TO PROTECT AGAINST CROSS FLOW. LAVATORIES: A. HANDICAP LAVATORY (HCLAV): AMERICAN STANDARD LUCERNE 0356.421, 20%18 VITREOUS CHINA, FRONT OVERFLOW, CONCEALED ARMS, MOEN M-BITION 8439FO5L SINGLE HANDLE FAUCET 0.5 GPM, INTEGRATED ABOVE -DECK MIXING VALVE. MCGUIRE 88872 BRASS P-TRAP, 152N STRAINER WITH TAILPIECE, AND 2165CC SUPPLIES AND STOPS. HANDYSHIELD SAFETY COVERS ON ALL EXPOSED DRAINS AND SUPPLIES. WATTS WCA-411-US CARRIER WITH CONCEALED ARMS. WATER CLOSETS: A. HANDICAP WATER CLOSET (HCWC): AMERICAN STANDARD CADET FLOWISE RIGHT HEIGHT 2467.100, 1.1 GPF, VITREOUS CHINA, 12" ROUGH, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET ACTION, 16 1/2" RIM HEIGHT, EVERCLEAN SURFACE, 5901.100 OPEN FRONT SEAT NO COVER, STAINLESS STEEL CHECK HINGE, WHITE. OPTIONAL: 5901.110 WITH EVERCLEAN SURFACE. WATER COOLERS: A. HANDICAP WATER COOLER - HI/LO (HI/LO DF): ELKAY LZSTLG8 WALL HUNG, ELECTRIC WATER COOLER, 1PH/115V/36OW, 8GPH OF 50dF WATER AT 90dF AMBIENT, ADA COMPLIANT, FRONT AND SIDE EASY TOUCH CONTROLS, LEAD FREE. STRUCTURAL STEEL BEAM (SEE PROJECT PLANS FOR SIZE) - HEAVY DUTY BEAM CLAMP EYE SOCKET HANGER ROD STEEL BEAM DETAILS & NOTES IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED CONC. MINIMUM 1" BLOCK WHEN C.O. IS NOT IN SIDEWALK OR SLAB •soi iot• o fe�•yoir•soih •easei isi et.•ietlio •if .Lf. f. 2 �'' �evu eo •.eo • .oe moo° :ram•: �o° 12"x12"x8" POURED CONC. BLOCK WHEN --SAME SIZE AS CLEANOUT IS SEWER - MAX. NOT IN COMBINATION "Y" & _ SIZE 4" PAVED AREA 1/8" BEND---------- ri EXTERIOR INTERIOR ELEVATION ELEVATION IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD PROVIDE VALVE BOX. WITH COVER LABELED C.O. IN PACED AREA f4�0wsx0w-5-yswt• '.i ;•�.;•oa �- STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG SAME SIZE AS SEWER - MAX. FACE OF WALL COMBINATION "Y" & SIZE 4" 1/8" BEND WALL- TYPE -_ SCALE: NTS NTS C.O. IN PAVED AREA E-1VIE ED FOR DCO"PLIANCE F CIE COUNTY LOUCKS�I ENGINEERING Ic mep consulting engineers E. PILHUJ P.E. FL REG 49832 G. INOA ALVAREZ P.E. FL REG 74056 321 E Commercial Blvd Fort Lauderdale FI 33334 2� ¢6-�1033d39 954-938-1881 Est.1966 vrn LO U LLJ t= M N M cp C� CC) O� N W = J J p S 0 LL Z 0 U 0o w o co F_ =z) U ❑0 ¢ <Lu ca c� - c) J i =3 rf cl O C Q3 M I- CU 1'U c :z 0-5iQ<3 C7 U J LL LLI U U z � J �O W U) U) Z U l o 0 Q O m 0 _ i- V --) Q O m L0 L0 ti REVISIONS Contract DATE Permit Bid Date 3/10/21 Scale AS NOTED Drawn HT Jab 2021-23 Sheet P2