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7994 Gall Blvd
r GENERAL NOTES: ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODES, AND ALL OTHER GOVERNMENTAL OR REGULATORY AUTHORITIES. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY ALL DIMENSIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE PLANS. THE CONTRACTORS SHALL BE RESPONSIBLE FOR FAMILIARIZING THEM5ELVE5 WITH THE INTENT OF THE DRAWINGS, CONTRACTOR AGREES THAT HE SHALL BE HELD RESPONSIBLE FOR HAVING EXAMINED THE SITE. THE LOCATION OF ALL PROPOSED WORK AND FOR HAVING SATISFIED HIMSELF, AS TO THE CHARACTER AND THE NATURE OF THE EXISTING CONDITIONS AND WORK TO BE PERFORMEDt ALONG WITH THE LOCATION OF EXISTING UTILITIES AND ANY OTHER OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF ALL SUBCONTRACTORS TO HAVE EXAMINED AND REVIEWED THE COMPLETE SET OF WORKING DRAWINGS AND/OR SPECIFICATIONS TO PROVIDE ALL LABOR AND MATERIALS FOR THEIR RESPECTIVE AREA OF WORK, FOR THE COMPLETE AND FINISHED INSTALLATION IN COMPLIANCE WITH THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS WHETHER IT 15 INDICATED OR NOT. ALL WORK, WHETHER INDICATED OR NOT, SHALL BE IN COMPLIANCE WITH ALL BUILDING CODES AND ORDINANCES WHICH ARE APPLICABLE TO THE PROJECT. CONTRACTOR TO PROVIDE ALL BARRICADES, SCAFFOLDING, SIGNS, LIGHTING AND OTHER MEANS OF PROTECTION AS REQUIRED TO COMPLY WITH ALL STATE LAWS AND LOCAL ORDINANCES TO SAFEGUARD PROPERTY AND PERSONS. 055TRUCTION5 SHALL BE PLACED SO AS NOT TO DIMINISH THE LIFE SAFETY REQUIREMENTS. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ALL MATERIAL AND EQUIPMENT SHALL BE NEW, STORED AND INSTALLED IN A WORKMANLIKE MANNER STANDARD TO THE TRADE AND THE AMERICAN SOCIETY OF TESTING MATERIALS. THE DESIGN INFORMATION INDICATED ON THE PLANS ARE INDICATED TO BE A COMPLETE AND WORKABLE SYSTEM IN ACCORDANCE WITH ALL PRODUCT MANUFACTURER'S SPECIFICATION, EXISTING AND/OR PROPOSED BUILDING DESIGN, FIELD CONDITIONS, ETC. ALL MISCELLANEOUS MATERIALS, PARTS, DESIGN DIMENSIONS, WHETHER INDICATED ON THE PLANS OR NOT, SHALL BE INCLUDED AS PART OF TH15 DRAWING PACKAGE. THE GENERAL CONTRACTOR OR SUBCONTRACTORS SHALL BE HELD RESPONSIBLE FOR THE REMOVAL AND THE PROPER DISPOSAL OF MATERIALS AND ITEMS REFERRED TO AS "DEBRIS" OR DETERMINED BY THE OWNER OR ARCHITECT TO BE REFUSED. THE GENERAL CONTRACTOR SHALL HAVE MADE ALL REQUIRED PROVISIONS FOR THE REMOVAL OF THE DEBRIS ON SITE. GENERAL CONTRACTOR SHALL TAKE ORDINARY PRECAUTIONS TO SECURE AND PROTECT MATERIALS. ALL WOOD MEMBERS IN CONTACT WITH MASONRY SHALL BE PRE55URE TREATED. ALL METAL USED FOR CONNECTING WOOD MEMBERS TO BE GALVANIZED OR CORROSION RESISTANT. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE DRAWINGS. SPECIFIC SECTIONS, DETAILS AND STANDARD DETAILS ARE INDICATED ON THE DW'GS AT LOCATIONS WHERE THEY OCCUR, OR AT CHARACTERISTIC LOCATIONS. THEY APPLY, UON, TO OTHER LOCATIONS WHERE IMPLIED BY SIMILARITY OF CONSTRUCTION. CONTRACTOR TO COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT AS CLOSELY AS PRACTICABLE. PLACE RUNS PARALLEL WITH LINE OF BLDG. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS AND FOR MAINTENANCE AND REPAIRS. IN FINISHED AREAS, UON, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE W/ MFR INSTRUCTIONS. PROMPTLY INSPECT SHIPMENTS TO A55URE THAT PRODUCTS COMPLY W/ REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. SHOULD MFR INSTRUCTIONS CONFLICT W/ THE DWG5, REQUEST CLARIFICATION FROM ARCHITECT/ENGINEER BEFORE PROCEEDING. ALL THRESHOLDS SHALL COMPLY WITH FLORIDA ACCESSIBILITY CODE, 404.2.5 AS FOLLOWS: A. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" B. EXISTING OR ALTERED THRESHOLDS 3/4" MAX WITH A BEVELED EDGE ON EACH SIDE 4 A SLOPE NO STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5 G.G. SHALL FURNISH AND INSTALL CONT. WOOD BLOCK'G IN STUD PARTITIONS FOR ANCHORAGE OF WALL ATTACHED ITEMS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: GRAB BARS, TOILET ACCESSORIES, HANDRAIL BRACKETS, WALL CABINETS, WALL -MOUNTED FIXTURES ETC. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTOR W/ ROUGH -IN INFO. NECESSARY TO ACCOMMODATE THE INSTALLATIONS OF OWNER FURNISHED AND INSTALLED ITEMS. THE CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE W/ THE OWNER TO ACCOMMODATE THESE ITEMS. COORDINATE ALL DEMOLITION EFFORTS W/ THE OWNER. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OPERATION AND TO PROVIDE PATRON SAFETY. EXCESSIVE N015E OR VIBRATION SHALL BE PRE -APPROVED AND COORDINATED W/THE OWNER. COORDINATE W/ THE OWNER THE PRE -APPROVED DISRUPTION AND VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING SO AS TO MINIMIZE THE DISRUPTION OF SERVICE. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER AN ENCLOSURE TO ISOLATE ANY DEMOLITION/ CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND 45 DEEMED NECESSARY BY THE OWNER. ABBREVIATIONS: A MODF MODIFIED A.F.F. ABOVE FINISH FLOOR MTD MOUNTED) NNIG) A/C AIR CONDITIONING MTG MOUNTING AB ANCHOR BOLT MTL METAL ABV ABOVE MULL MULLION AC ACCESSORIES Mll MILLWORK ACF ACCESS FLOORING ACT ACOUSTICAL CEILING TILE N AD AREA DRAIN N NORTH ADD ADDENDUM ADJACENT N/A NOT APPLICABLE ADJ ADJUSTABLE N/R NOT REQUIRED AHU AIR HANDLING UNIT NIC NOT IN CONTRACT ALT ALTERNATE NO NUMBER ALUM ALUMINUM NOM NOMINAL ANOD ANODIZED NRC N015E REDUCTION COEFFICIENT AP ACCESS PANEL N5F NET SQUARE FOOTAGE APPROX APPROXIMATE NT5 NOT TO SCALE ARCH ARCHITECT(URE)(URAL) ASPH ASPHALT 0 AUTO AUTOMATIC oA OVERALL AUX AUXILIARY OG ON CENTER AVG AVERAGE OD OUT5IDE DIAMETER AWN AWNING OF CUTSIDE FACE AN ACOUSTICAL WALL TREATMENT OH OVERHEAD OPHDD OPPOSITE HAND — OPNIG OPENING BD BOARD OPP OPPOSITE BF 81-FOLD BFF BELOW FINISHED FLOOR P BIT/BITUM BITUMINOU5 PCJ PLASTIC CORNER GUARD BLD BOLLARD PEE) PEDASTAL/STAND BLDG BUILDING PL PROPERTY LINE BLK(G) BLOCKING PLAM PLASTIC LAMINATE BLW BELOW PLAS PLASTIC BM BEAM/BENCHMARK PLWD PLYWOOD BN BENCH PNL PANEL BR/BRK BRICK PNT PAINT BRG BEARING POL POLISHED BRKT BRACKET PR PAIR B5 BOTH SIDES PRT PARTITION BTN BOTTOM P51 POUNDS PER SQUARE INCH BTW BETWEEN PT PRESSURE TREATED BUR BUILT-UP ROOF PTD/D PAPER TOWEL D15PENSER/DI5POSAL BVL BEVELED PVC POLY VINYL CHLORIDE C C/C CENTER TO CENTER Q QT QUARRY TILE GAB CABINET QTY QUANTITY CAP CAPACITY ce CATCH BA51N/ GOVE BASIN R GEM CEMENT R/RAI) RADIUS / RI5ER(5) CER CERAMIC RA RETURN AIR GG CORNER GUARD RB RESILIENT BASE CI CAST IRON RGP REINFORCED CONCRETE PIPE CJ CONTROL JOINT RCVG RECEIVING CLG CEILING RE/REF REFER / REFERENCE CLR CLEAR REGPT RECEPTACLE CLST CLOSET REFL REFLECT(ED)(IVE) CM GROU.N MOLDING REFR REFRIGERATION / REFRIGERATOR CMU CONCRETE MASONRY UNIT REG REGISTER COL COLUMN REINF REINFORCED) ONG) COMB COMBINATION READ REQUIRED COMPR COMIPRE55/C71PRESSIBLE RES RESILIENT CONC CONCRETE REV REVISION CONN CONNECT(ION) RGS RIGID GALVANIZED STEEL CONT CONTINUOUS RH RIGHT HAND CONTR CONTRACTOR CON5T CONSTRUCTION R14R RIGHT HAND REVERSE GPT CARPET RM ROOM GR CHAIR RAIL RND ROUND CT CERAMIC TILE / COUNTER TOP RO ROUGH OPENING CTR COUNTER RT RESILIENT TILE CW GOLD WATER RTD RATED RUB RUBBER D__ RUNG RAIN WATER CONDUCTOR D DRYER D.AS.5 DIRECT APPLIED SYNTHETIC STUCCO 5 DBL DOUBLE 5 SOUTH DEMO DEMOLITION 5.YP SOUTHERN YELLOW PINE DEPT DEPARTMENT S/R SHELF 4 ROD DET/DTL DETAIL 5A SUPPLY AIR DF DRINKING FOUNTAIN 5A5 BOUND ATTENUATION BLANKET DIAM DIAMETER 5G SCALE/SOLID CORE DIM DIMENSION 5CHED 5CHEDULE(D) Dr DISPENSER SECT SECTION DIV DIVISION 5ERV SERVICE DN DOWN SF SQUARE FEET/FOOT DR DOOR 5GD SLIDING GLASS DOOR DS DOU.N 5POUT 514 SINGLE HUNG DW DISHWASHER SHLV SHELVES DWG DRAWING SHT SHEET Sim SIMILAR E SLNT SEALANT E EAST SND SANITARY NAPKIN DISPENSER EA EACH 5NR SANITARY NAPKIN RECEPTACLE EIF5 EXTERIOR INSULATION FINISH SYSTEM 50H SIMILAR - OPPOSITE HAND EJ EXPANSION JOINT SPEC SPECIFICATION EL ELEVATICN SQ SQUARE ELEC ELECTRIC 55T STAINLESS STEEL ELEV ELEVATOR 5TC SOUND TRANSMISSION CLASS EMER EMERGENCY STD STANDARD ENCL ENCLOSURE STG SEATING EP ELASTOMERIC PAINT BTL STEEL EQ EQUAL 5TOR STORAGE EQUIP/EQPT EQUIPMENT 5TRUC 5TRUCTURAL/5TRUCTURE EX ELECTRIC WATER COOLER SURF SUWACE EWH ELECTRIC WATER HEATER 5U51' SUSPENDED 5W SWITCH EXH EXHAUST 5WD STACKED WASHER 4DRYER EXP EXPOSED/ EXPANSION SYM SYMMETRICAL EX5TG EXISTING EXT EXTERIOR T T THREAD(S) F T 4 G TONGUE 4 GROOVE FA FIRE ALARM TOM. TOP OF MASONRY FB FABRICATION TBA TO BE ASSIGNED FBR FACE OF BRICK TBL TABLE FC FILE CABINET TC TOP OF CURB FD FLOOR DRAIN TD TOP OF DRAIN FDN FOUNDATION TEL/TP TELEPHONE FE FIRE EXTINGUISHER TEMP TEMPERATURE / TEMPERED FEC FIRE EXTINGUISHER CABINET TER TERRAllO FF FINISHED FLOOR THK THICK(NE%) FHC FIRE H05E CABINET THRESH THRESHOLD FIN FINISHED) TJ TOOLED JOINT FIXT FIXTURE TOJ TOP OF J015T FL/FLR FLOOR TO5 TOP OF SLAB FLMTD FLOOR MOUNTED TOW TOP OF STEEL FLOUR FLUORESCENT TPD TOILET PAPER DISPENSER FO FINISHED OPENING TYP TYPICAL FOB FACE OF BLOCK FOS FACE OF STUD U FP FIRE'ROOKING) U UNDERCUT FRM FRAME UL UNDERWRITER'S LABORATORY FS FULL SIZE U FN UNFINISHED FT FEET/FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING UTIL UTILITY RUT FUTURE G Y VAR vARIE(5) (D) GA GAGE / GAUGE VB VAPOR BARRIER/ VINYL BASE GAILY GALVANIZED VCT VINYL COMP051TION TILE GAR GARAGE VERT VERTICAL GB GRAB BAR VEST VESTIBULE GG GENERAL CONTRACTOR VIF VERIFY IN RELD GL GLA55 AR VENEER GRIN GRAIN (WOOD) VT VINYL TILE GRND GROUND VUIC VINYL WALL COVERING GIRT GROUT G5F GROSS SQUARE FOOTAGE W GWB GYPSUM WALLBOARD W WIDTH / WEST / WASHER GYP GYPSUM W.G. WATER COOLER W/ WITH H W/o WITHOUT HB HOSE BIB WB WOOD BASE HC HANDICAP WC WATER CL05ET HCR HOLLOW CORE UA WOOD/WOOD VENEER HDW/HDWE HARDWARE WGT/ 0 WEIGHT HDWD HARDWOOD WH WATER HEATER/HYDRANT HGTM/HT HEIGHT WI WROUGHT IRON HM HOLLOW METAL WIG WALK-IN CL05ET HORIZ HORIZONTAL WIN WINDOW HR HOUR WLBP WALL BUMPER HTG HEATING WLP WALLPAPER HVAC HEATING, VENTILATING 4 AIR CONDITIONING W"1 WIRE MESH HW HOT WATER WP WATERPROOF W5 WIRE SHELVING I ID INSIDE DIAMETER/ INSIDE DIMENSION Y NCAND NCANDESCENT Y YARD NCL NCLUDE(D) ONG) Iwo NFOR'1ATION INBUL N5ULATION NT INTERIOR INV INVERT IPS IRON PIPE SIZE J JAN JANITOR JB JUNCTION BOX JC JANITOR CLOSET JST J015T JT JOINT K KIT KITCHEN KO KNOCKOUT KPL KICK PLATE 1 LAM LAMINATED) LAV LAVATORY LB POUND LBL LABEL LF LINEAR FOOT/FEET LG/L LONG/LENGTH LH LEFT HAND LHR LEFT HAND REVERSE ILL LIVE LOAD LQ LA=ER LT(G) LIGHTING LVL LAMINATED VENEER LUMBER LW/LTWT LIGHTWEIGHT M MAS MASONRY MATL MATERIAL MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MFR MANUFACTURER MD MIDDLE MIN MINIMUM MIn. MINUTES MISC MISCELLANEOUS ML MATCH LINE MLDG MOLDING MO MA50NRY OPENING BUILDING CODE SUMMARY CONSTRUCTION DOCUMENTS FOR: BUILDING DATA : OCCUPANCY : ❑ ASSEMBLY ❑ BUSINESS ❑ EDUCATIONAL ❑ FACTORY ❑ HIGH HAZARD ❑ INSTITUTIONAL Eg"MERGANTILE ❑ RESIDENTIAL 2'STORAGE ❑ UTILITY/MISG ❑ DAY CARE USE CONDITION M-RETAIL STORE $-I - MOTOR VEHICLE REPAIR CHANGE OF OCCUPANCY: ❑ YES Q' NO MIXED s?, YES ❑ NO CONSTRUCTION ❑ IA ❑ IB OCCUPANCY SEPERATION 2-HR TYPE: ❑ IIA ❑ IIB ❑ II IA R, 11I5 MIXED ❑ YES Fa' NO ❑ IV CONSTRUCTION: ❑ VA ❑ VB SPRINKLED: ❑ YE5 R'NO ❑ N/A (13 13R 13D): TYPE: COMPLIANCE METHOD: VN/A ❑ PRESCRIPTIVE ❑ WORK AREA ❑ PERFORMANCE LEVEL OF ALTERATION: S�' N/A ❑ I ❑ 11 ❑ III LIFE SAFETY SYSTEM: EMER. LIGHTING 4 EXIT SIGNAGE P YE5 ❑ NO ❑ N/A FIRE ALARM 4 SMOKE DETECT. SYSTEM ❑ YES M' NO ❑ N/A PANIC HARDWARE YES ❑ NO ❑ N/A PEWITTING AGENCY: CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OCCUPANT LOAD TIRE CHOICE - ZEPHYRHILLS 799 GALL BOULEVARD ZEPHYRHILLS, FLORIDA 71- _ TOTALS FOOTAGE CALCULATIONS: CITY REVIEW DATE:_ Y OF ZEPHYRHILLSS _174 1�g TOTAL SQUARE FOOTAGE OF BUILDING (GROSS) 5000 SQ FT �,1 OCCUPANCY SQUARE FOOTAGE (NET}. BUILDING OFFICIAL TOTAL SQUARE FOOTAGE MERCANTILE 625 5Q. FT. / 30 = 21 PERSONS TOTAL SQUARE FOOTAGE SERVICE AREA 3225 SQ. FT. / 100 = 33 PERSONS TOTAL SQUARE FOOTAGE STORAGE AREA 1105 SQ. FT. / 300 = 4 PERSONS TOTAL OCCUPANT LOAD 58 PEOPLE EXIT WIDTH TOTAL EXIT WIDTH REQUIRED 58 X 0.2" = 11,&" TOTAL EXIT WIDTH PROVIDED (1) 3'-0" (1) 4'-0" 4 (2) &'-0" = 140" TOTAL NUMBER OF EXITS REQUIRED 2 TOTAL NUMBER OF EXITS PROVIDED 4 MAXIMUM ALLOWED TRAVEL DISTANCE 250' ALL WORK SHALL COMPLY WITH PREVAILING DIAGONAL TRAVEL DISTANCE 101'-5" CODES FLORIDA BUILDING CODE, FIXTURE COUNT SUMMARY: NATIONAL ELECTRIC CODE, TOTAL NUMBER OF OCCUPANTS: 58 AND THE CITY OF ZEPHYRHILLS NUMBER OF FIXTURES REQUIRED: I ORDINANCES NUMBER OF FIXTURES PROVIDED: 2 (2 UNISEX) PER FBC 1TH EDITION 2020 PLUMBING (MERCANTILE): I W.G. PER 500 PEOPLE Kossik Rd rJULU uct42tlalry,a a Mockingbird Mobile dome Park 1 Kozy Acres Dr Boundary Ln d 11 { RJC V TOe., PER FBC 1TH EDITION 2020 PLUMBING (MERCANTILE): I LAV PER 150 PEOPLE Microtel Inn & Suites by PER FBC 1TH EDITION 2020 PLUMBING: I MOP SINK REQUIRED Wyndham ZephyrhiilsA PER FBC 1TH EDITION 2020 PLUMBING: I DRINKING FOUNTAIN PER 1000 PEOPLE i5?l; Capri � a & More "" '"�"' j Cc assik Rd Lq&e's Garden Centei "n ceMet awe's Home mprovement ri �,rcuvemrnl almrn Kossik Rd Kossik Rd 7994 Gall Blvd, 4Zephyrhills, FL 33 Oft jersey Mike's Stags Sanywacn Adarn. job Re day H arry's 1.of Lrc *ia1 Zephyr Commons ShQpprng rnah — TRAVEL DISTANcE MUL11MI-ItNT5 : FIRE SPRINKLER NOTES: , � I I �c�a�e MAXIMUM COMMON PATH OF EGRESS TRAVEL D15TANCE - 15'-0" FROM ANY POINT W/ GREATER THAN 30 PEOPLE FOR MERCANTILE IN A NOW THI5 SPACE WILL NOT HAVE AFIRE SPRINKLER SYSTEM Truts, �CInase Rank SPRINKLED BUILDING. D , �' The 11PS MAXIMUM TRAVEL DISTANCE TO EXIT - 200'-0'I FROM ANY POINT FIRE ALARM NOTES: I FOR MERCANTILE WITHOUT A SPRINKLER 5Y5TEM. Dollar Tree k IgWells Fargo Banh C'.i'i41rr �torr F 0 T THI5 SPACE WILL NOT HAVE A FIRE ALARM SYSTEM. APPLICABLE CODE5 1TH EDITION 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION 2020 FLORIDA BUILDING CODE - BUILDING 1TH EDITION 2020 FLORIDA BUILDING CODE - ENERGY 1TH EDITION 2020 FLORIDA BUILDING CODE - TEST PROTOCOL 1TH EDITION 2020 FLORIDA BUILDING CODE - PLUMBING 1TH EDITION 2020 FLORIDA BUILDING CODE - MECHANICAL 1TH EDITION 2020 FLORIDA BUILDING CODE - EXISTING BUILDING 1TH EDITION 2020 FLORIDA BUILDING CODE - FUEL GAS 1TH EDITION 2020 FLORIDA BUILDING CODE - ACCESSIBILITY 1TH EDITION 2020 FLORIDA FIRE PREVENTION CODE NEC 2011 NATIONAL ELECTRIC CODE - NFPA 10 FAIR HOUSING GUIDELINES DESIGNED IN ACCORDANCE WITH THE ITN EDITION FLORIDA BUILDING CODE 2020, SECTION 1609 FOR DESIGN PRESSURES. 5YMBOL& SECTION OR DETAIL KEY ECTION NO. HEET NO. HOSE BIB ® ACOUSTIC PANELS ® FACE BRICK 0 CONCRETE ® CONCRETE BLOCK - C.M.U. ® INTERIOR FRAME WALL ® WASHED GRAVEL ® GYPSUMBOARD RIGID INSULATION BLANKET INSULATION ® DIMENSIONAL LUMBER ® METAL IN ELEVATION UNDISTURBED 501L OR COMPACTED FILL ® PLYWOOD ® METAL - LARGE SCALE ® INSULATING 5HEATHING 50 ELEVATION SECTION CUT X-• DETAIL NUMBER X-• SHEET NUMBER • DETAIL SYMBOL X DETAIL NUMBER SHEET NUMBER ELEVATION SYMBOL X-' ELEVATION NUMBER SHEET NUMBER PARTITION TYPE "NORTH ARROW NOTE THAT NORTH ARROWS SHM IN THESE DRAWINGS IS FOR "REFERENCE" ONLY AND DO NOT REPRESENT TRUE OR MAGNETIC NORTH. 1A# C REVISION CLOUD: REVISION AREA REVISED xxx DOOR TYPE SYMBOL OX WINDOW TYPE SYMBOL TRUSS CONSTRUCTION NOTE: • THIS PROJECT 15 DESIGNED TO HAVE STEEL BAR JOISTS. IF FOR SUPPLY REASONS STEEL BAR J015T5 ARE NOT AVAILABLE THEN WE WILL REVISE PLANS TO USE WOOD TRU55E5 EXIT REQUIREMENTS: • ALL EXIT DOORS THAT REQUIRE PANIC HARDWARE WILL MEET THE CRITERIA OF NFPA 1011.211 • PER NFPA 101 12.1.5, DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. FIRE PREVENTION CODES: • ALL CON5TR11CTION MUST MEET THE REQUIREMENTS OF NFPA 241, 2018 EDITION FOR STANDARD OF SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS. • ALL CONSTRUCTION MUST COMPLY WITH 2O20, 1TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA I AND NFPA 101). • ALL CONSTRUCTION MUST MEET THE CONDITIONS OF NFPA-101 2018 EDITION CHAPTER 10, INTERIOR FINISH CLASSIFICATION LIMITATIONS. • MUST MEET THE REQUIREMENTS OF NFPA-10 2013 EDITION STANDARD FOR PORTABLE FIRE EXTINGUISHERS 4 2018 NFPA 101, SECTION 9.1.4, • ALL FIRE EXTINGUISHERS MUST BE CERTIFIED BY FIRE EXTINGUISHER COMPANY. ALL EXTERIOR WINDOWS AND GLA55 DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL WINDOWS AND WALK DOORS SHALL HAVE MINIMUM DESIGN PRESSURES OF +42.6 /-51.0 PSF ALL GARAGE DOORS SHALL HAVE MINIMUM DE51GN PRESSURES OF: = +20.0 /-22A6 P5F 16'-0" _ +192 / -21.4 PSF WIND DESIGN METHOD - ALTERNATE ALL HGT METHOD ULTIMATE WIND SPEED (3 5ECOND WIND GUST) 145 MPH NOMINAL WIND SPEED 115 MPH WIND IMPORTANCE FACTOR 1.0 RISK CATEGORY OF STRUCTURE II WIND EXP05URE B WIND ENCLOSURE COEFFICIENT +/ 0.18 (ENCLOSED) COMPONENTS AND CLADDING ROOF * 10 5CFT + 11.0/- 612 Fly, e 20 SQFT + 14.6/- 51fo PSF * 50 SQFT + 12b /- 36.2 P5F • 100 5CFT + ioDl- 382 PSF WALL * 10 SQFT + 228 /- 30.4 PSF * 20 SQFT + 21.1 /- 28.4 P5F d 50 5CFT + 20.4/- 25.1 P5F * 100 5CFT + 193 /- 21.1 PSF OVERHANG - 133A P5F WIND TABLE SCALE: N.T.S. t;� I MWalmart Supercenter; Meahn 2S Beauty VICINITY MAP PROJECT RECORD 155UE DATE: 09/20/22 REV151ON DATE REMARK5 ARCHITECTURE A-1 COVER / SPECIFICATIONS / VICINITY MAP A-2 ARCHITECTURAL SITE PLAN 1-5-1 LIFE SAFETY PLAN Raven PH ry, � A-3 FLOOR PLAN 7a A-4 REFLECTED CEILING PLAN Pi�OJEC :CATION A-5 EQUIPMENT PLAN - A-6 EXTERIOR ELEVATIONS A-1 EXTERIOR ELEVATIONS A-8 ROOF PLAN A-9 BUILDING 5ECTION6 A-10 HG RESTROOM DETAILS Kossik R( A-11 DOOR, WINDOW, 4 FINISH SCHEDULE voy5.'KR4 A-12 WALL 4 PARTITION DETAILS A-13 MISCELLANEOUS DETAILS A-14 DOOR AND WINDOW DETAILS STRUCTURAL 51.1 GENERAL NOTES $12 GENERAL NOTES s 52.1 FOUNDATION PLAN 522 ROOF FRAMING PLAN 523 PLAN NOTES AND SCHEDULES 53.1 DETAILS er Market 632 DETAILS ,ommons 533 DETAILS MECHANICAL M-1 MECHANICAL COVER SHEET M-2 MECHANICAL FLOOR PLAN M-3 MECHANICAL DETAILS M-4 MECHANICAL SCHEDULES M-5 MECHANICAL 5PECIFICATICN5 Sonnet Landing Ave 0 M-6 m MECHANICAL SPECIFICATIONS ELECTRICAL E-I ELECTRICAL COVER SHEET E -2 POWER PLAN E-3 LIGHTING PLAN E-4 LIGHTING SCHEDULE AND DETAILS E-5 POWER R15ER SHEET E-6 PANEL SCHEDULES E-1 ELECTRICAL SPECIFICATIONS PLUMBING P-0 PLUMBING COVER SHEET P-1 PLUMBING SUPPLY PLAN P-2 PLUMBING DRAINAGE UNDER SLAB PLAN P-3 PLUMBING DRAINAGE PLAN P-4 PLUMBING ISOMETRICS P-5 PLUMBING DETAILS P-6 PLUMBING DETAILS P-1 PLUMBING SCHEDULE P-8 PLUMBING SPECIFICATIONS q LL 4 0__ Ak LOAO A*9( �JQ �'60- 2 rr THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, NIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. + THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND 5PECIFICATION5 COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE er. REVIEW Ce/20/22 MK PERMIT 09/20/22 MK REV. RE V. Rr= V. REV. REV. REV. 1z. 9:,T E f U 00 N O N z �00 W a 0 � M 00 N M N ., U ® 00 / 2y N rn U W � U O � w r+ a SHEET TITLE COVER, 5PECIFICATI0N5, 4 VICINITY MAP SHEET NUMBER ISSUE DATE BY: REVIEW 09/20/22 MK PERMIT OS/20/22 MK REV. REV. R =-V. REV. IRE V. REV. 1REV. i WF y� o 8oc A � O � N � • `� O Q SwF w w ao F � � M 00 N M N • , LQL, ® w o Q M / Q i b w � SHEET TITLE ARCHITECTURAL SITE PLAN NEW 4080 EXIT NEW 3080 EX EXIT REQUIREMENTS: • ALL EXIT DOORS THAT REQUIRE PANIC HARDWARE WILL MEET THE CRITERIA OF NFPA 1011211 • PER NFPA 1011215, DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. FIRE SPRINKLER NOTES: • THIS SPACE WILL NOT HAVE A FIRE SPRINKLER SYSTEM FIRE ALARM NOTES: • THIS SPACE WILL NOT HAVE A FIRE ALARM SYSTEM. FIRE PREVENTION CODES: • ALL CONSTRUCTION MUST MEET THE REQWREMENTS OF NFPA 241, 2018 EDITION FOR STANDARD OF SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS. • ALL CONSTRUCTION MUST COMPLY WITH 2020, 1TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA 1 AND NFPA 101) • ALL CONSTRUCTION MUST MEET THE CONDITIONS OF WPA-1012018 EDITION CHAPTER 10, INTERIOR FINISH CLASSIFICATION LIMITATIONS. • MUST MEET THE REQUIREMENTS OF WPA-10 2013 EDITION STANDARD FOR PORTABLE FIRE EXTINGUISHERS 4 2018 NFPA 101, SECTION %1.4, • ALL FIRE EXTINGUISHERS MUST BE CERTIFIED BY FIRE EXTINGUISHER COMPANY. PERMITTING AGENCY: APPLICABLE CODES CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 1TH EDITION 2020 FLORIDA BUILDING CODE - RESIDENTIAL OCCUPANT LOAD 1T14 EDITION 2020 FLORIDA BUILDING: CODE - BUILDING 1TH EDITION 2020 FLORIDA BUILDING CODE - ENERGY SQUARE FOOTAGE CALCULATIONS: 1TH EDITION 2020 FLORIDA BUILDING CODE - TEST PROTOCOL TOTAL SQUARE FOOTAGE OF BUILDING (GROSS) 5000 50 FT 1TH EDITION 2020 FLORIDA BUILDING CODE - PLUMBING OCCUPANCY SQUARE FOOTAGE (NETh 1TH EDITION 2020 FLORIDA BUILDING CODE - MECHANICAL TOTAL SQUARE FOOTAGE MERCANTILE 625 SQ. FT. / 30 = 21 PER50NS 1TH EDITION 2020 FLORIDA BUILDING CODE - EXISTING BUILDING TOTAL SQUARE FOOTAGE SERVICE AREA 3225 5Q. FT. / 100 = 33 PERSONS 1TH EDITION 2020 FLORIDA BUILDING CODE - FUEL GAS TOTAL SQUARE FOOTAGE STORAGE AREA 1105 SQ. FT. / 300 = 4 PERSONS 1T14 EDITION 2020 FLORIDA BUILDING CODE - ACCESSIBILITY TOTAL OCCUPANT LOAD 58 PEOPLE E201AILECR�E�T�NC1 NTOAL FLORIDA A EXIT WIDTH 10 FAIR HOUSING GUIDELINES TOTAL EXIT WIDTH REQUIRED 58 X 02" = 11.6" DESIGNED IN ACCORDANCE WITH THE NTH EDITION FLORIDA TOTAL EXIT WIDTH PROVIDED (1) Y-0" (1) 4'-0" a (2) 6'-0" : 140" BUILDING CODE 2020, SECTION 1609 FOR DESIGN PRESSURES. TOTAL NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED 4 2TOTAL MAXIMUM ALLOWED TRAVEL DISTANCE 250' DIAGONAL TRAVEL DISTANCE 101'-5" MEANS OF EGRESS EGRESS WIDTH 64" /(.2) = 320 OCCUPANTS —+Hg _. �HB 1 LIFE SAFETY PLAN SCALE 1/4 i 0 TRAVEL DISTANCE REWIREhENTS : MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE - 15'-0" FROM ANY POINT W/ GREATER THAN 30 PEOPLE FOR MERCANTILE IN A NON - SPRINKLED BUILDING. MAXIMUM TRAVEL DISTANCE TO EXIT - 200'-O" FROM ANY POINT FOR MERCANTILE WITHOUT A SPRINKLER SYSTEM. MEANS OF EGRESS EGRESS WIDTH 64" /(.2) = 320 OCCUPANTS NEW 6080 EXIT THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. � THE DRAWINGS 4 DE51GN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ITH EDITION 2020 FLORIDA BUILDING: CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1SWE DATE BY: REVIEW OS/20/22 MK PERMIT OS/20/22 MK REV. REV. Irv. RE V. RE V. REV. REV. N C+1 � M s s z5 N fn N O z ' 00 N r- � W h a� 0 H� N M N ® W t � ® � M I cn N 42 U u W� SHEET TITLE RENOVATION PLAN =.�d ►.'Ulf=. I I I IT I I I L_ I - 1 1 1 1 1 --1 I In IQ =1 ------- — METER -1 L2 A ampau-2-1 C A ELECTRICAL PANELS +H B D_ FE -+HB 2-HR RATED FIRE SEPARATION WALL. U.L. DETAIL 41S ==0 RECESSED SLAB 3 2 A-S .161-oll 9,21-311 �0 AM 12'-4" ALL INTERIOR WALLS ARE TO BE 3 ALL CABINETRY (UPPER AND METAL STUDS UJIT14 IN DRYWALL LOWER) AND DESK'S TO BE BY PRE-M 1 JRED AWNING ABO BY OTHERS AND PANT ON EACH SIDE. OTHERS. PLUMBING WALLS WILL BE V. D A DETAIL PI AND P2. ------------------ TF-� 103 jj 103 :!TING AREA ING _'LOW _&E DRWING 2-HR RATED FIRE ALL RACKS IN THIS ROOM ARE TO BE USED FOR TIRE STORAGE. ALL RACKS GO FROM FINISHED FLOOR TO I2'-01 AFF. FE INS NO m _ m 111111 (C_n� .c ON WALL ETAIL 41S IT CLOSET FOUNTAIN AIN ' / -_ lw/ BOTTLE! — - - --� W3 101 a- CE LN6 FILLER RECEPTION ING --j ON APT!CEILN� AI 0 UOEX HC RR I,:- ING L F AI T4RU WINDOW M MOP SERVICE C G. 0 Sw____ FE$ o FUTURE EYE WASH SING � ® i SER1/ICE BAYS Ex"ST SLOPED 0 Ib'-0" - 14'-S" 0 EJ-- C�) u u BAY I i BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 LL — -- — — — — — — —J FIE 100 EM E Il,4 x x -1111A -+HB 4" BOLLARD (Typ) 4" BOLLARD (TYP) C I 101-011 2'-S" 96 1 -all � A RENOVATION LEGEND: INDICATES METAL STUD WALL INDICATES S' CMU WALL 2-HR RATED FIRE WALL A, I I A-9 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. 2 3 AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN A-9 CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. FLOOR PLAN THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ITH EDITION 2020 FLORIDA BUILDING CODE, IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND J05 CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. III ISSUE DATE BY: REVIEW M/20/22 MK PERMIT M/20/22 MK REV. Fmv. REV. Fmv. REV. REV. mv. d z o 0 00 �, w cq 1- b Z4 u SHEET TITLE FLOOR PLAN I I I 1 11 11 I T, I I I' 11 I! 1: 1_ !. 1..1 1 .. II I .. - _ _ I -- __ _ ._ I I 1 1. L L .—L--1 I L LED WAIL 0 PACK (TYP) E� LED WALL PACK (TYP) LED WALL PACK (TYP) 2 T LED WALL PACK (TYP) NOTES: L PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQUIRED BE NATIONAL FIRE PROTECTION ASSOCIATION WA) AND MEETMCs THE REQUIR EMTS OF ALL GOVERNING CODES. 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFU AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREI'EITS OF ALL GOVERNING CODES 3. UNLESS OTHERWISE INDICATED, INSTALL SUATC44ES t RECEPTACLES AT THE FOLLOWMG HEWS ABOVE FINISH FLOOR OUTLETS S"" TELEPHONE U M TELEVISION 15N 4. ALL GROM FLOORFELECTRICAL EQUIPMENT TO BE MOUNTED AT REQUIRED WEIGHT ABOVE FLOOD LEVEL. CONTRACTOR TO VERIFY EXACT FEKOHT D. PROVIDE AND INSTALL. ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL. ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENT OF ALL GOVERNING CODES b. ALL PIAMBMG ELECTRICAL. AND MECHANICAL RO"-INS MUST BE COMPLETELY INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. FBC 105b 1. ALL INTERIOR 4 EXTERIOR LIGHTING TO BE LED LI Wo ELECTRICAL LEGEND WALL MOUNTED OUTLETS =@ DUPLEX 120v m@ DUPLEX 240v $ SUIITCH SINGLE POLE EMERGENCY FLOOD L*W SIUITCN 3-WAY ®I EXIT LIGHT =0 TRIPLEX 120v � aJADRtPLEX 120v FLOOR MOUNTED OUTLETS ® DUPLEX 120V M DUPLEX 240v $ SWITCH 4-WAY 4 . SPEAKER BUIITCH Dlh1 ER O TELEVISION GABLE JACK 0 TRIPLEX 120v ® aJADRfiLEX 120v CEILING MOUNTED OUTLETS ® DUPLEX 120v m DUPLEX 240V CEILING MOUNT LK�HT FIX DATA, VOICE, DATA 4 VOICE ® RECESSED LIGHT FIX ® SPECIALTY OUTLET ® TRIPLEX 120v ® QUADRI PLEX U& RECEP. 81.E3SCRIPT ANNOTATION KEY AFCI ARC FAULT INTERRUPTER Fo WALL MOUNT LKAHT FIX Q7 THERMOSTAT CEILING MOUNTED PENDANT ® DOOR BELL/CHIME GFCI GROUND FAULT INTERRUPTER DRY DRYER 25TRACK LWWs ® INTERCOM STATION DW DISHWASHER EL.+X" ELEVATED S SWITCHED WP WATERPROOF 1'-0' X 4'-0" LK:HT FIX ® 8P10KE DETECTOR ® CO 4 SIyIORCE DETECTOR CEILING FAN ONLY 2'-0' X V-0' LW FIX 01 Q EXHAUST FAN CEILING FAN LLV LKaHT l FIXTURE 0 2'-0" X 4'-0" LIGHT FIX EXHAUST FANA.*HT COMBO JUNCTION BOX z, { ,.r . n v > y .c•:.�.. Xv `iKn /} r / C 'ti ✓'(, . x , . r. n. . t ..<S, . ,r . , . r R . Y` r x :: 1r*, r. .,. ;.xK nr.X: -. -, >'Yl� r , . i >• < .ic . J' \ ,x rr , _ c . x S, ,: .. ,> a - . r J,r '>. ,� .? ,, . x• r. 'X v ry^. :x r>i n ``,..'t. .S �^1` } \ .tx x . >� n Y ,•t, }rir 'h h -/ .Xr " '}. z" . ". / , j Yt, I M ,.K,. x EL. • 1 '-0' CL HT. 4?f EkEL41J8T 0 0 ® I'x VLEC LIGHT (TYP) V G.C. TO VERFFY ALL HEIGHTS O O O AND LOCATION IN FILED PER w TIRE CHOICE STANDARDS 1t 'x4' LE 'x4' L L WT ( a L T ( ) c 1�H 'x2' LE EL. • 10'-0" G. HT. L T l a X- TIRE STO EL. + IV-0" - 14'-8" SLP CLG.mF "r I T^' I O O O O I'x 8' LED LIGHT (TYP) Ev { 2'x2' LE LK44T l a ® 'x4' LED. L T l a . . W� I'x4' LED LIGHT (TYP) u: EXF"T "Y I'x 8' LED LIGHT (TYP) Px 8' LED LIGHT (TYP) Px 8' LED LIGHT (TYPa nK ` n G.C. TO VERIFY ALL HEIGHTS AND LOCATION IN FILED PER TIRE CHOICE STANDARDS X - SERVICE AREA G.C. TO VERIFY ALL HEIGHTS EL + IV -0" - 14'-8" SLIP CLG. AND LOCATION IN FILED PER .'u TIRE CHOICE STANDARDS J�. ' 0 0 U4 9 S �. J•� ' Jr. r x y� x X EM EM Y \;'�• "ti Y\�i`r. N k ,j,. (� a:X. 'i�. 1� yClk, �rx ',i;� %K .N 1x:+� I", f,'. i ,%'.^. x{ ICY✓. x�. I REFLECTED CEILING PLAN SCALE: 1/4" - 1'-V 11,111,1111, ELI ED WALL (TYP) A 9 ORATIVE NT (TYP) 4TIVE (TYP) THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ITH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ul ISSUE DATE BY: REVIEW VS/20/22 MK PERMIT OS/20/22 MK REV. REV. REV. REV. REV. REV. REV. to00 N N Q N A r � z �00 � N w ac� 0 00 N M N OW W I t 00 `- 42 ao� N U a SHEET TITLE REFLECTED CEILING PLAN SHEET NUMBER I I I I 11 ■ 1 1 1 1 J_ - -_ _ - _. - I 1111 II 1 1 II I' I I I I I il I I I I I I 1 11 III 1 1 1 1 1 11 r II I "q IN THE LISTMG FOR COMBUSTIBLE MATERIALS, CLASS IIIB MATERIALS ARE ALLOWED TO A MAXIMUM OF WW GALLONS WHEREBY THE REQUIREMENT FOR A H-HAZARDOUS REGISTRATION IS N/A IN REVIEW OF NFPA 30, CLASS IIIB TYPES OF LIQUIDS INCLUDE COOKING OIL, LUBRICATING OILS AND MOTOR OILS. AS THE MATERIAL THAT WILL BE STORED AT THIS SITE WILL BE NEW MOTOR OIL 4 USED MOTOR OIL FOR RECYCLING, IT WOULD APPEAR THAT REQUIREMENTS WOULD FALL UNDER THE TOTAL GALLONS FOR CLASS IIIB. IT SHOULD ALSO BE NOTED THAT THE TANK CONTAINING USED OIL FOR RECYCLING CONTAINS ONLY USED OIL, AND THAT NO OTHER MATERIALS ARE ALLOWED TO BE MIXED WITH THIS MATERIAL. LISTED BELOW ARE THE STORAGE CONTAINERS AND MAXIMUM QUANTITIES OF NEW AND USED OIL THAT WOULD BE LOCATED ON -SITE. • IW GALLON POLY TANK WITH CONTAINMENT - NEW OIL • IM GALLON POLY TANK WITH CONTAINMENT - NEW OIL • 240 GALLON DOUBLE WALL STEEL TANK - NEW OIL • 240 GALLON DOUBLE WALL STEEL TANK - USED OIL FOR RECYCLING AS CAN BE DETERMINED BY THE SIZE OF THE TANKS, A MAXIMUM AMOUNT OF STORAGE AT ONE TIME WOULD BE UO GALLONS IF ALL WERE FULL AT THE SAME TIME. IT IS ANTICIPATED THAT THE EVENT OF THESE BEING FULL AT THE SAME TIME IS REMOTE, THE TOTAL STORAGE FALLS WELL BELOW THE MAX" AMOUNT THAT WOULD REQUIRE A SITE REGISTRATION AS H-HAZARDOUS. —+HB C __') ( 1 -4HB THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2011 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ul ISSUE DATE BY: REVIEW OS/20/22 MK PERMIT ®9/20/22 MK REV. REV. REV. REV. REV. REV. FREV. E oo N r ch s r, Z6 � cn N zz N ' Li a 0 w E� w a� ,o � M I 00 N M N N t` ® W °�q M � 00 N M w b � w � � auk � O � w r+ a SHEET TITLE EQUIPMENT PLAN ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ■ i I I I I 1� I I I I I I I I I I I _ I I I I I I I III .1__. I __II 1_ I! I n' u'n�.' li J STUCCO w/ EIFS REQUIREMENTS: I. 1/8" THICK 2 COAT APPLICATION ON MA50NRY WITH CONTROL JOINTS AND STUCCO STOP OR WEEP SCREED 2" ABOVE ADJACENT PAVEMENT/SIDEWALK AND 4" ABOVE GRADE PER FBC 2510.0 AND 2512.12. METAL COPING E f F5 COL OR5 LOCATION COLOR TEXTURE EIFS COLORS SHERLUIN WILLIAMS COLOR " TRIM 1516 W41TE SW 1000 COLUMNS BAGEL SWIRL. SW 6114 FIELD BISCUIT SAND SW 6112 ELEV. + 20'-0" AFF. TOPOF PARAPET---------------------------------------------------------------------------------------------------------------- METAL COPING RAISED EIFS BAND — I ELEV. + IS'-8" A.F.F. TOP OF PARAPET - - RAISED EIFS BAND • u T __ L , , I I i AdkELEV. + 14'-8" AFF. ` -a= _ _ — -I - - -- - - -- L R AND DOWNSPOUT LINE OF ROOF BEYOND R AND DOLI�tSPOUT I I — — T JOI T BEARING MEDALION (TYP) � i I ME AON TYP N 1 I -1.-, , STUCCO SAND FINISH I _._ . r:.i---J - l I _ - -" STUCCO SAND FINISH. WALL SCONCE (TYP) i _ WALL SCONCE (TYP) WALL SaNCE (TYP) METAL AWNING � I tOP-0" AFF. ------,- _r �I _yrELEV. + 10' - _ _1 + -- — ---------------I ------- ----------------------±— — --------------------------- - - - - - - - - - OFDOOiW _r CORONADO PRO -LEDGE �- 1- ! \ \ V r T 1- STUCCO CUT LINE (TYP) �' 4" RAISED FOAM STUCCO CUT LINE (TYP) 7 STONE VEENER -- - -- -_-,_ BANDING COLOR AUTUMN (TYP) ALUMINUM STOREFRONT _--_ SYSTEM i _ L I 1 - I � I rI -L 1I f T I I I —1— ; —r 1 j 1 1 1 EFS ANDING L _ i __ - -T r_ CORONADO PRO - LEDGE � - -L- - II STOW VEENER I T I COLOR AUTUMN (TYP) .. I T I I I I I I I ELEV. + (�'-0" AFF. T- _._,_ —.__ _ • - 1 - - _ - — _ a _ , T - LT— I 5" C SIDE ELEVATION (WES SCALE: 1/4" = 1'-011 RI'' METAL COPING ELEV. + 20'-0" AFF. — — — — — — — TOP OF PARAPET ELEV. + 18'-8" AFF. - I -1 1 tOP OF PARAPET RAISED EIFS BAND ELEV. + lb'-0" AFF. I _ 1 DECORATIVE �— — — — — JOIST BEARING _ — _.---.._—_— --.— — — — — — — — — — — ___ _ __ -_ _.- -- -- _ _ _-- - LINE OF ROOF BEYOND I MEDALION (TYP) - ._ _ - DECORATIVE - - 1 C-, 40 MEDALION (TYP)- ; I I STUCCO SAND FINISH: - - i 4m RAISED FOAM STUCCO CUT LINE (TYP) _ BANDING ELEV. + I0'-0" AFF. - - - - - - - - - - - - - -- - - - - - - - - - - - II I 1 I I 1 1/2 1 N (D TRIM DETAILS SCALE. 3 1 0 TOP OF DOORS 4 WINDOWS i- _ 17-1 AlM110H8T SYSTEM i EIFS BANDING -� -- - --� C0RONADO PRO -LEDGE f ? , I _ �_ T l STONE - -T r COLOR AUTUMN _ AUTUMN (TYP) 1_ 1 AL ELEV. +O-0 AFF.— j E 10'-0" MAX FROM MAIN ENTRANCE FRONT ELEVATION (NORTH; SCALE: 1/4" = 1'-0" METAL COPING RAISED EIFS BAND 1" STUCCO SAND FINISH: WALL SCONCE (TYP) CORONADO PRO -LEDGE STONE VEENER COLOR AUTUMN (TYP) ALUMINUM STOREFRONT SYSTEM THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2011 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. �I ISSUE DATE BY: IREVIEW VS/20/22 MK PERMIT OS/20/22 MK REV, REV. REV. REv. REV. REV. REV. SHEET TITLE EXTERIOR ELEVATIONS 1 11 1 1 I 1 1 1 'III 11 1 I 1 1 11 m __ 1 1 METAL COPING ELEV. + TOP OF PARAPET RAISED EIFS BAND OLELEV. ----- --I----- ----- +— ---- ------------- ----AfLP—OFjg' JOIST BEARING i DECORATIVE � +4 +0 ME ALION (TYP) I ! - 1 ! I" STUCCO SAND FINISH: - I - -! 4" RAISED FOAM GALL SCONCE (TYP) i 4' RAI!EG BANDING ELEV. + 10-0" AFF. - — — — — — — — — — — tOP OF DOORS t WINDOWS OVERHEAD GARAGE DOOR EIFS BANDING CORONADO PRO -LEDGE T. T--- STONE VEENER COLOR AUTUMN (TYP) i 1 AL ELEV. + 0'-0" A.F.F. 5" C r- ►IM \IZI, CLl 1" 1 1/2If &9�jln�Ej��ILS L METAL COPING ELEV. + IS'-S" AFF. TOP OF PARAPET — — — — — RAISED EIFS BAND LEV. + 14'-S" AFF. YJOIST BEARING I" STUCCO SAND FINISH: 4" RAISED FOAM BANDING EIFS BANDING CORONADO PRO -LEDGE STONE VEENER COLOR AUTUMN (TYP) ELEV. + 0'-0" AFF. STUCCO w/ EIFS REQUIREMENTS: I. 1/8" THICK 2 GOAT APPLICATION ON MA50NRY WITH CONTROL JOINTS AND 5TUC00 STOP OR WEEP SCREED 2" ABOVE ADJACENT PAVEMENT/51DEWALK AND 4" ABOVE GRADE PER FBG 2510.0 AND 2512,12. LOCATION COLOR TEXTURE EIFS COLORS SHERWIN WILLIAMS COLOR " TRIM IBIS UNITE SUI 1000 COLUMNS BAGEL SWIRL SW 6114 FIELD BISCUIT SAND SW 6112 I j -- DECORATIVE SM 0 CUT L (TYP) DECORATIVE ME ALIGN (TYP)-- '___ ALIGN (TYP) y__- 40 '4 -- - 1 1 I 1-- I I U�ALL SCONCE (TYP) 4" RAISED FOAM U ALL SCONCE (TYP) BANDINr _ ! -� I_ - - - �i 1 1 Li I METAL COPNG RAISED EIFS BAND I" STUCCO SAND FINISH: 4" RAISED FOAM BANDING —EIFS BANDING I T - - , i— 1 CORONADO PRO -LEDGE _ - - STONE VEENER I _ ! COLOR: AUTUMN (TYP) 11 _ I i II I I Lt 1_i I f! I @Sl E EL9�T ION EAST SCALE: i/4" AL COPNG ` RAISED EIFS BAND — ELEV. + 16'-0" AFF. r -- .- _- _-- --- --- LINE OF ROOF BEYOND_....- -_-, - -.- _._ __. _ _ _ JOIST BEARING - -MEDALIONI (M') - +4 40 -_ I STUCCO BAWD FINISH: WALL SCONCE (TYP) 4" RAISED FOAM i BANDING 8 0 STUCCO CUT LINE (TYP) i j ! I i I 1 42" x 24 WALL LOUVER � j 1 1 I 4010 METAL 10 METAL - - --- - 7 DOOR- - r -- - i -I - , - — EIFS BANDING- - -_ --- - 1 l t � CORONADO PRO -LEDGE I T i- T- I l 4�"' RD.OLL�4RD I ! ,I -I-II I - - 1-- - r 1 STONE VEENER - _-- -COLOAUTUMN (TYP) _ I I I -�- T- r �- -- ! - �— ! �_ l-_ _i__ _I_ T I. 1. -1- — . _a -I_ L. I - - — -1- - i T.-_ r Ii ?i �i iI !I !I II it I , 2 FRONT �_��_YATION SOUTH SCALE: I/4" THESE DOCUMENTS, DE51GN5, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2011 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. �I ISSUE DATE 15Y. REVIEW 09/20/22 MK PERMIT 09/20/22 MK REV. REV. REV. REV. REV. mv. REv. SHEET TITLE EXTERIOR ELEVATIONS . I II 1 IT 11 ■ I I I I I ! .LL. L! 11 ALL PRIMARY AND SCIPPER AND 6" SECONDARY SCUPPERS ARE DOWNSPOUT (TYP) MEASURED AT 6" X 12". CONNECT TO 5TORM OVERFLOW DRAIN SCUPPER myr) ALL PRIMARY AND SCUPPER AND 6" SECONDARY SCUPPERS ARE DOWN5POUT (TYP) MEASURED AT 8" X 12'. CONNECT TO STORM OVERFLOW DRAIN SGIJPPER (TYPJ ROOF CURB N0TE5: CONNECT THE HVAC ROOF CURB THROWN THE ROOF DECK TO THE 15 GAGE CHANNELS (LOCATED UNDER THE CURB) WITH 94 SELF -DRILLING 4 SELF -TAPPING SCREWS AT 12" O/C ALL AROUND THE PERIMETER ALSO CONNECT THE WAC EQUIPMENT TO THE CURB WITH HORIZONTAL M4 SELF-DRILLNG 4 SELF -TAPPING SCREWS THROUGH THE VERTICAL LIP ON THE EQUIPMENT AND THE ENTIRE THICKNESS OF THE CURB AT 11" O/C ALL AROUND THE PERIMETER IF THE CONFIGURATION OF THE EQUIPMENT OR THE CURB DOES NOT ALLOW THE CONNECTIONS AS DESCRIBED, CONTACT THE ARCHITECTAMNEER FOR REVISED ATTACHMENT METHOD. ALL CURBS MUST BE OREDERED FROM RCS I-WO-683-SM OVERFLOW sa"'ER (TYP) OVERFLOW ELEV. + 18'-8" A.F.F.�/ T � '' SClPPER� ELE1/. + 20'-O" A.F.F. TOP OF PARAPET ; '-��� I TOP OF PARAPET TOP OF PARAPET I SLOPE: I/4" PER FOOT SLOPE: 1/4' SLOPE: 1/4' 5LOPE: 1/4' PER FOOT PER FOOT• PER FOOT i RTU_1 ! > I C� OL ELEV. + 20'-O" A.F.F. TOP OF PARAPET MODIFIED BITUMEN ROOFING ® 1 MEMBRANE ON TAPERED INSULATION i BOARD OVER METAL DECK 5Y5TEM. SLOPED 1/4" PER FOOT. % ELEV. + 18'-8" AP.F.ri MODIFIED BITUMEN ROOFING EX"OT R-20 MIN. INSULATION 15 TO BE U5ED TOP OF PARAPET MEMBRANE ON TAPERED INSULATION BOARD OVER METAL DECK 5Y5TEM. SLOPED 1/4' PER FOOT. R-20 MIN. INSULATION 15 TO SE USED ELEV. + 18'-8" A.F.F. TOP OF PARAPET oL ELEV. + 18'-8" A.F.F. gkELEV. + 184' A.F.F. TOP OF PARAPET T TOP OF PARAPET SCUPPER NOTES: HORIZONTAL ROOF AREA = 4ctl6 SQ FT 1/2 PARAPET AREA = 5-76 5a FT ROOF SLOPE = 1/4" PER FOOT RAINFALL RATE = 4.5" PER HOUR NUMBER OF SCUPPERS TO BE USED = 2 SIZE OF PRIMARY 4 O\VERFLOA SCUPPERS = 8" X 12" AREA PER SCUPPER = 2-7-7(o 50 FT ROOF NOTE: MECHANICAL CURB HEIGHT TO BE 8" ABOVE TOP OF ROOF DECK. THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND 5PECIFICATION5 AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PR05ECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DE51GN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL 1)15CREPANCIE5 SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. m ISSUE DATE er: REVIEW VS/20/22 MK PERMIT M/20/22 MK REv. mv. REV. REV. REV. REV. REV. �FR►oN N FRIZ 0 M r M r s Z N Q M N M � ' O z �00 N a w a . � O m r 00 N M r N r- ® W M � -d w 00 N M N U W� SWEET TITLE ROOF FLAN SHEET iJI1MBE l -- I I 111. 1 1 1 1 26GAA. GALVANIZED METAL COPING ELEV. + I8'-6" AFF. TOP OF PARAPET j, RAISED STUCCO BAND, ELEV. + 15'4" AFF. `wTRUSS BEARING RAISED STUCCO BAND g" STUCCO OVER 8" CMU RAISED STUCCO BAND ki ELEV. + 0-0" AFF. SEE STRUCTURAL DRAWINGS FOR FOUNDATION SIZES, LAYOUT 4 DETAILS 26GA GALVANIZED METAL COPING ELEV. + IS'-8" AFF. 'TOP OF PARAPET RAISED STUCCO BAND ELEV.+Ib'-0"AFF. ------ TRUSS BEARING RAISED STUCCO BAND 8" FOAM BANDING OVER 8" CMU RAISED STUCCO L_J A-� ELEV, + V-0" A.F.F. SEE STRUCTURAL DRAWINGS ---� FOR FOUNDATION SIXES, LAYOUT 4 DETAILS 26GA. GALVANIZED METAL COPING AKELEV. + 18'-8" AFF. 'TOP OF PARAPET RAISED STUCCO BAND ELEV. + I6'-0" AFF. TRUSS BEARNG — — — — — — RAISED STUCCO BAND 8' FOAM BANDING OVER 8" CMU RAISED STUCCO OIL ELEV. + V-0" AFF_ SEE STRUCTURAL DRAWINGS FOR FOUNDATION SIZES, LAYOUT 4 DETAILS 0' 1 BUILDING SECTION SCALE: MODIFIED BITUMEN ROOFING MEMBRANE ON TAPERED INSULATION BOARD OVER 26GA GALVANIZED METAL COPING METAL DECK SYSTEM. SLOPED " PER Y FOOT - -- --- -- __ _ _ - ---- --- - - - ELEV. + IS'-8" AFF. TOP OF PARAPET RAISED STUCCO BAND W/ EIFS FINISH E—RAISED AFF.AhTRUSS BEARING STUCCO BAND STEEL BAR JOISTS 2-HR RATED FIRE SEPARATION TO ROOF DECK UL DETAIL UL 41S i SERVICE AREA I �I i! I u b CONCRETE SLAB M SERVICE AREA i BUILDING SECTION �lfJ SCALE: 1/4" = 1'-0" MODIFIED BITUMEN ROOFING MEMBRANE — ON TAPERED INSULATION BOARD OVER METAL DECK SYSTEM. SLOPED Y" PER FOOT STEEL BAR JOISTS I00 SERVICE AREA CE ING 6" CONCRETE SLAB IN SERVICE AREA 3-5/8" METAL STUD WALL W/ IN DRYWALL ONE SIDE I j � iI �I I BUILDING SECTION SCALE: 1/4" - 1'-0-1 I01 TIRE STORAGE \ XPO D GE LNG I I' I \ II 4" CONCRETE SLAB IN TIRE STORAGE AREA 5/8" GWB ACOUSTICAL CEILING TILE ON 22 l— GA FRAMING SUSPENDED FROM MAIN STRUCTURE W/8 GA WIRE HANGERS, TYP. !I I I I I I ,I al 4" CONCRETE SLAB IN TIRE STORAGE AREA jl P STUCCO OVER 8" CMU RAISED STUCCO BAND W/ EIFS FINISH -- SEE STRUCTURAL DRAWNGS FOR FOUNDATION SIZES, LAYOUT 4 DETAILS 26GA GALVANIZED METAL COPING �--- — _ — — — — — ELEV. + 20-0" AFF. TOP OF PARAPET RAISED STUCCO BAND ELEV. + 14'4' AFF.Jk — — — — — — — — TRUSS BEARING RAISED STUCCO BAND 8" FOAM BANDING OVER 8" CMU 1 1 11 ei - - . M FOR FOUNDATIONLAYOUT 4 DETAILS 26GA GALVANIZED METAL COPING _ ELEV. + 18'-8" AFF.jk '\ TOP OF PARAPET `— RAISED STUCCO BAND W/ EIFS FINISH ELEV. + 15'-4" AFr-.Jk — — TRW BEARING RAISED STUCCO BAND W/ EIFS FINISH P STUCCO OVER 8" CMU �I THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2011 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DALE MY- REVIEW Oe/20/22 MK PERMIT OS/20/22 MK REV. REV. REV. REV. RsV. REV. REV. SHEET TITLE BUILDING SECTIONS �I ► .'111=1 � 1 I 1 ■ I 1 1 I 1 1 1 1 M pu I 1 1 1 1! 11 IT 111 '--N 1: . v MEL' i JLie.., ---,1 11 111 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 _ _ i 1 60" TURNING CIRCLE 1 FBC: AC(' E%IBILITY 5043.1 I I CLEAR FLOOR OR GROUND SPACE FBC: ACCESSIBILITY 3053 I T-5HAFEP TURNING 5PAGE Z FEC: ACCESSIBILITY 5043.2 ! i 1 ! MIN 3'-0" MIN MINrz I 0 �n I � a 1 , I I 1 LAVATORY - WALL MOUNW 60" x 56" FEY.,: ACCESSBILITY 6048.1.1 i I I I I LAVATORY - FLOOR MOUNTED; 60' x 59" FBC: ACCESSBILITY 604h.1.1 I 1 I i W/5 AF ��ri" 3 ro"MAX o o ❑ ❑ a © 0 GRIP 0 r IZZ4 i � 11 _ 0 HOT WATER iv Q EJ AND DRAIN -' - - PIPES WASTE "PAPER TOWEL FEMININE TISSUE TOWEL DRINKING MIRROR < TOILET WITH TELEPHONE %LIGHT FIRE DUPLEX RECEPTACLE DISPENSER NAPKIN DISPENSER SOAP DISPENSER BAR FOUNTAIN LAVATORY URINAL GRAB BAR 4 SHELF SWITCH THERMOSTAT ALARM OUTLET HANDICAPPED MOUNTING NEIGHT5 FOR WALL ACCE550RIE6 SCALE: NTS INTERIOR RR FINISH NOTES: I. PER FBC 2020, 1TH EDITION, SECTION 12102, THE WALL FINISHES FOR THE TOILET ROOMS SHALL BE A SMOOTH HARD NONABSORBENT MATERIAL AND THE WALL BOARD SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. 1. PER FBC 2011 ACCESSIBILITY, &TH EDITION, SECTION W3, THE WALL FINISHES FOR THE TOILET ROOMS SHALL BE A SMOOTH HARD NONAB50RBENT MATERIAL AND THE WALL BOARD SHALL BE OF A TYPE THAT 15 NOT ADVERSELY AFFECTED BY MOISTURE. 3. PER FBC 2020, 1TH EDITION, SECTION 121023, THE FINISH FOR THE WALLS OF THE SHOWERS SHALL BE SMOOTH HARD AND NONAB50RBENT UP TO AT LEAST HEIGHT OF 12 INCHES THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ITH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 15y: REVIEW 09/20/22 MK PERMIT 09/20/22 MK REV. REV. REV. REV. REV. REV. RE V. cv M A N � d z ' cj00 0� a W ,o z en 00 N M N ® W o� U 00 M U � O SHEET TITLE TYPICAL ADA RESTROOM DETAILS t ELEVATIONS SHEET NUMBER L __1L+__—I I II__. I'. LL IN I'I I'91 I I II I I I I 1 11 1 1 1 1 1 1 L INTERIOR FINISH NOTE: 603.1.1 a3e;y .: INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 64 OR UL '10. SCOW INTERIOR FINISH MATERIALS SHALL BE 6ROLM IN THE FOLLOWING CLASSES IN ACCORDANCE NTH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. CLASS A: FLAME 5PREAD 0-25; SMOKES 0-450. CLASS 5- FLAME SPREAD 26-15; SMOKE -DEVELOPED 0-450. CLASS C: FLAME SPREAD 16-200; SMOKE -DEVELOPED 0-450. 805.E INTERIOR FINISH REQUIRE 42M BASED ON GROUP: INTERIOR WALL AND CEILING FINISH SHALL HAVE AFLAME SPREAD INDEX NOT 6REATER THAN THAT SPEUFIE7 IN TABLE 605A FOR THE 6ROUP AND LOCATION DE516NATED. INTERIOR WALL AND CEILING FINISH MATERIALS, OTHER THAN TEXTILES, TESTED IN ACCORDANCE NTH WPA 2k¢ AND MEETING THE ACCEPTANCE CRITERIA OF SECTION 605.1.2.1, SHALL BE PERMITTED TO BE USED WHERE A CLASS A CLASSIFICATION IN ACCORDANCE HIM ASTM E 64 OR UL -W 15 REWIRED. TABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY' NONSPRINKLERED EXIT ENCLOSURES ROOMS AND GROUP AND a.o CORRIDORS ENCLOSED SPACES` EXIT PASSAGEWAYS B, E, M, A B C R-1 A-1 & A-2 A A B A-3, A-4, A A C A-5 FOR 51, 1 INCH = 25.4 MM, I SQUARE FOOT • 0.042E M2. A. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAINSCOTTING OR PANELING OF NOT MORE THAN 1,000 SQUARE FEET OF APPLIED SURFACE AREA IN THE 6RADE LOBBY INHERE APPLIED DIRECTLY TO A NOWOME111511BLE BASE OR OVER FURRING STRIPS APPLIED TO A NONCOMB1,15TIBLE BASE AND FIREBLOCKED AS REQUIRED BY SECTION 603.4.1. B. IN EXIT ENCLOSURE'S OF BUILIDINSS LESS THAN THREE STORIES IN HEIGHT OF OTHER THAN 6ROUP 1-5, CLASS B INTERIOR FINISH FOR NONSPRINKLERED BUILDIN65 AND CLASS, C INTERIOR FINISH FOR SPRINKLERED BUILDINGS SHALL BE PERMITTED. C. IMMIRE 4 M5 FOR ROOMS AND L:N WSED SPACES SHALL BE BASED UPON SPACES ENCLOSED BY PARTITIONS. WHERE A FIRE 4MBISTANGE RATING 15 REQUIRED FOR STRUCTURAL ELEMENTS, THE ENCLOSING PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE CEILING. PARTITIONS THAT DO NOT COMPLY WITH THIS SHALL BE CONSIDERED ENCASING SPACES AND THE ROOMS OR SPACES ON BOTH SIDES SHALL BE CONSIDERED ONE. IN DETERMINING THE APPLICABLE RE IREMENTS FOR ROOMS AND ENCLOSED SPACE5, THE SPECIFIC OCCUPANCY THEREOF SHALL BE THE 6OVERNIN6 FACTOR REGARDLESS OF THE 6ROUP CLASSIFICATION OF THE BUILDING OR STRUCTURE. D. LOBBY AREA`,; IN 6ROUP A-1, A-2 AND A-5 OCCUPANCIES SHALL NOT BE LESS THAN CLASS B MATERIALS. E. CLASS C INTERIOR FIN15H MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY NTH AN OCCUPANT LOAD OF 500 PERSONS OR LESS. F. FOR PLACES OF F4LI61OUS WORSHIP, WOOD USED FOR ORNAMENTAL RM05M, TRU5SE5, PANELING OR CHANCE- RMISHIN6 SHALL BE PERMITTED. 6. CLASS B MATERIAL 15 REQUIRED HERE THE BUILDING EXCEMS TWO STORIES. H. CLASS C INTERIOR FIN15H MATERIALS SHALL BE FEW41T W IN ADMINISTRATIVE SPACES. I. CLASS C INTERIOR FIN15H MATERIALS SHALL BE PERMITTED IN ROOMS NTH A CAPACITY OF FOUR PERSONS OR LESS. J. CLASS B MATERIALS SHALL BE PERMITTED A5 WAINSCOTTING EXTENDING NOT MORE THAN 46 INCHES ABOVE THE FINISHED FLOOR IN CORRIDORS. K. FINISH MATERIALS AS PROVIDED FOR IN OTHER SECTIONS OF THIS CODE. L- APPLIES WHEN THE EXIT IGIG1.050RE5, EXIT PAS5A6EHAY5, CORRIDORS OR ROOMS AND ENCLOSED SPACES ARE PROTECTED BY A SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SM11ON 405.3.1.1 OR 9055,1,2, R001'''1 FIN15H 5CHEDULE WALLS HEIGHT NO. ROOM BASE FLOORS CEILING (VIF) COMMENTS N S E W WSERVICE BAY NA PT. PT. PT. PT. SEALED EXPOSED APROX 15'-4' SEE SERVICE BAY CONC NOTE BELOW 101 TIRE STORAGE NA PT. PT. PT. PT. CONC. EXPOSED APROX 15'-4" WALLS: SW MA:RS14MALLOW SW 1001 102 RECEPTION VB PT. PT. PT. PT. LVT ACT -BLACK 10'-0" WALLS: SW MORNING FOG SLU6255 103 WAITING ROOM VB PT. PT. PT. PT, LVT ACT -BLACK 10'-0" WALLS: SW MORNING FOG SW62% 104 UNISEX HC RR CT. FRP-W FRP-W FRP-W FRP-W LVT ACT -WHITE 8'-011 WHITE FRP 105 LNISEX HC RR CT. FRB-B FRB-B FRB-B FRB-B LVT ACT -WHITE V-0" BLACK FRP 106 SERVICE DESK NA PT. PT. PT. PT. SEALED EXPOSED APROX 15'-4' SEE SERVICE BAY CONC NOTE BELOW 101 IT CLOSET VB PT. K. PT. PT. LVT EXPOSED EXPOSED FLOORS BASES WALLS CEILINGS A EXISTING CONC. FLOOR I 2x6 WOOD FRP FIBERGLASS REINFORCED EXP. EXPOSED PLASTIC CT. CERAMIC TILE VB VINYL BASE PT PANT VLT LAMINATE FLOORNG GYP GYP CEILING CONC. SEALED CONCRETE FINISH SCHEDULE 1 SCALE: N.T.5. SERVICE BAY WALL FINISH NOTES: • FROM FINISHED FLOOR TO W-0" ABOVE PAINT WALL: SW MORNING FOG SW6255 - GLOSS EXPOY • NEXT ADD 12" PANT STRIPE: SW HONORABLE BLUE SW6811 - EGGSHELL • FROM STRIPE UP TO CEILING PANT: SW MARSHMALLOW SW1001 - EGGSHELL. e uu 0 EXTERIOR STOREFRONT, IMPACT 3' -0" A �n B / 0 cn it1 Lu INTERIOR PASS THROUGH WINDOW GLAZING 5CHEDULE MARK FRAME MAT. FRAME FINISH GLASS MAT. GLASS TINT MANUFACTURER MODEL SIZE PRODUCT APPROVAL A ALUMINLM CLEAR ANODIZED IMPACT RESISTANT GRAY YYK AMERICA YFW 400 TUH (2) 6'-0' X 4'-0" FIXED FL' 1326W B H11. H.M. TEMPERED NA Cm DW4200A Y-0" X Y-O" HORIZ SLIDER NOTE: ALL EXTERIOR GLAZING 15 IMPACT RESISTANT MEETING THE REQUIREMENTS OF SSTO 12, ASTM E 1686 AND ASTM E ISS6, AND SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST IN ACCORDANCE WITH 1606.1.4, 200-1 FBC, AND HAVE MIAMI-DADS PRODUCT APPROVALS. WINDOW SCHEDULE 3 SCALE: I/4" = I'—O" 12'-4" 3' - 4 Lo 3'-4 3' -4" 0 11 ^l l_�11 I II �1_0�I I II �I_011 I 11 11_011 11_011 I '_ -, A / % cv 0 0 0 0 0 H.M. DOOR H.M. INTERIOR DOOR H.M. INTERIOR DOOR H.M. INTERIOR DOOR ALUM. EXTERIOR DOOR 1/2 6LA55 5Y5TEM lid'-01, HARDWARE NOTES: I. BOTH SIDES OF DOOR OR GATE SHALL HAVE THE SAME ELEVATION WITH NO MORE THAN }" DIFFERENCE ON EACH SIDE. 2. HARDWARE SHALL BE LEVER HANDLED TO MEET REQUIREMENTS OF THE ADA t THE FLORIDA ACCESSIBILITY CODE. PROVIDE SARGENT 6500 SERIES CYLINDRICAL LEVER HANDLE LOCK5ET (OR EQUAL). 3. PANIC HARDWARE OR FIRE EXIT HARDWARE, AS REQUIRED BY NFPA-101 SECTIONS 122223 AND 12222.4 AND FBC 1008.1.9. PROVIDE STANDARD PULL WITH KAWNEER PANELNNE CONCEALED ROD EXIT DEVICE OR KAWNEER 1686 CONCEALED EXIT DEVICE, THIS IS USED ON STOREFRONT GLASS DOORS. 4. PANIC HARDWARE OR FIRE EXIT HARDWARE, AS REQUIRED BY NFPA-101 SECTIONS 122223 AND 12222.4 AND FBC 1008.1.18. PROVIDE SARGENT 80 SERIES RIM EXIT DEVICE OR EQUAL. 0 0 EXTERIOR ROLL H.M. DOOR EXTERIOR UP DOOR IMPACT DOOR SCHEDULE MARK LOCATION LOCK TYPE DOOR FRAME REMARKS FLORIDA PRODUCT FLORIDA SIZE E MAR. FIN. MAD. FIN 100 SIDE ENTRY/EXIT ENTRY LOCKSET Y-0" X T-0" X I " A H.M. PT. H.M. PT. PANIC HARDWARE FL' 1345%1 WA OVERHEAD SERVICE 10'-0' X 10'-0" F H.M. PT. W.M. PT. OVERHEAD COILING FLO 1422 100E OVERHEAD SERVICE 10'-0' X 10'-0' F H.M. PT. HA PT. OVERHEAD COILING FL' 1422 100C OVERHEAD SERVICE 10'-0' X 10'-0" F HA PT. HM. PT. OVERHEAD COILING FL' 1422 100D OVERHEAD SERVICE 10'-0' X 10'-0" F Hit PT. WM. PT. OVERHEAD COILING FLO 1422 100E OVERHEAD SERVICE I0'-ON X 10'-0" F H.M. PT. H.M. PT. OVERHEAD COILING FL' 1422 100F OVERHEAD SERVICE 10'-0" X 10'-0" F HM. PT. HM. PT. OVERHEAD COILING FL' 1422 100G OVERHEAD SERVICE 10'-0" X 10'-O' F H.M. PT. H.M. PT. OVERHEAD COILING FL' 1422 101A TIRE STORAGE ENTRI'/EXIT ENTRY LOCKSET 4'-0" X T-0" X I IN G HM. PT. H.M. PT. PANIC HARDWARE FL' 1345SLI 1015 TIRE STORAGE PASSAGE LOCKSET PR Y-0' X T-0" X I D W.M. PT. H.M. PT. W MIN. FIRE RATED 102A RECEPTION ENTRY LOCKSET 6'-0' X 8'-0' X I in E ALUM PT. A.L.M. PT. FL' 142185 1025 RECEPTION ENTRY LOCKSET 6'-0" X 8'-0" X I I" E ALUM PT. ALUM. PT. FL' 142185 102C RECEPTION PASSAGE LOCKSET Y-0" X T-0" X I in C HM. PT. H.M. PT. 103 WAITING ROOM PASSAGE LOCKSET Y-0' X T-0" X I in C HM. PT. H.M. PT. 104 UNISEX HC RR PRIVACY LOCKSET Y-0' X T-0" X I IN B HM. PT. W.M. PT. CLOSER 105 UNISEX HC RR PRIVACY LOCKSET Y-O" X T-0" X I IN B H.M. PT. H.M. PT. CLOSER 101 IT CLOSET ENTRY LOCKSET 2'-6" X T-0" X 11" D H.M. PT. H.M. PT. DOOR SCHEDULE 2 SCALE: I/4" = I'—O" HARDWARE SCHEDULE DESCRIPTION MANF. SPECIFICATION FINISH COMMENTS BRUSH 26-D 0 BOTTOM OF OOR DEADEIOLT ON LOCKSET/CYLINDER SARGENT 6500 SERIES JAL FN ISH OR EQQUAL FIN BUMB ASE) W/ THTURN INTERIOR SIDE (2) SURFACE INTERMEDIATE COORDINATE WITH TOP OFFSET HUNG FREE SWING RIXON MI90 POLISH CHROME PLATED MANIFACTURER RECOMMENDED PIVOT RAILS AND ACCESSORIES. (U BOTTOM OFFSET PIVOT SET RIXON 541 POLISH CHROME PLATED BY W. (U PER DOOR IN OPEN POSITION FLOOR STOP DOME IVES FS-13 POLISH CHROME PLATED TO PREVENT DOORS FROM HITTING WALLS CLOSER NORTON COPNTROLS 8501-REGULAR ARM 5RJSH ALIJ1W 26-0 OR EQUAL FINISH BY GEC. ADD TO ALL NEW AND EXISTING PANIC HARDWARE SARGENT 80 SERIES BRUSH ALUMINIV 26-0 EGRESS EXIT DOORS THAT OR EQUAL FINISH REQUIRE PANIC HARDWARE PER CODE �a THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS d DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ITH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION, ISSUE DATE BY. REVIEW 09/20/22 MK PERMIT OS/20/22 MK REV. REV. REV. 1E V. REV. RE V. REV. SHEET TITLE WALL PARTITION, DOOR 4 FINISH SCHEDULES SHEET MUMPS A� 11 IN BOTTOM OF ACT 3 5/8" METAL STUDS AT 161, O.C. TYP. TO 6" ABOVE CEILING BRACE TO RE ABOVE I LAYER OF 5/8" GYP. BOARD ON EACH SIDE OF METAL STUD R-13 SOUND ATTENUATION BLANKET CONTINUOUS 20 GAUGE METAL STUD TRACK ANCHORED WITH 1/8" DIA. POWDER ACTUATED TYPE FASTENERS AT 2'-0" O.G. MAX TRACK TO BE SAME GAUGE AS STUDS BASE PARTITION SPECIFICATIONS / FASTENING 5CHEDULE I. ALL PARTITIONS ARE DESIGNED TO RESIST MIN. 5 P.SF. LATERAL LIVE LOAD. REFER TO LIMITING HEIGHT TABLE FOR METAL GA 4 SPACING OF STUDS FOR PARTITIONS TALLER THAN 2. FASTEN BOTTOM TRACK TO CONCRETE SLAB W/ RAMSET TRAKFAST 1FPP034B PINS (.IMND X 3/4" L) 0 12N OZ. STAGGERED. 3. FASTEN WALL STUDS 4 DIAGONAL BRACING TO TOP OR BOTTOM TRACKS W/ (2) % SCREWS AT EACH END OF STUD, ONE PER FLANGE. 4. FOR FULL HEIGHT PARTITIONS, PROVIDE FLAT METAL BACKING TO BRIDGE THE GAP BETWEEN THE DECKING RIBS. ATTACHED THE BACKING TO THE ROOF DECK W/ RAMSET TRAKFAST 'FPP0126 PINS (115"D X Vl" L). HOLD THE TOP TRACK TO THE BACKING AND ATTACH IT TO THE ROOF DECKING W/ RAMSET TRAKFAST TF012S (.125"D X 1/2" L) 0 24" OZ. 5. FOR PARTIAL HEIGHT PARTITIONS DIRECTLY ATTACHED TO STRUCTURE, FASTEN TOP TRACK TO STEEL JOIST W/ RAMSET TRAKFAST #F000125 PINS (.125"D X 1/2' L). SPACE PINS 24" O.C. WHERE TRACK RUNS PARALLEL TO STEEL JOISTS. PROVIDE TWO PINS S EA. INTERSECTION WHERE TRACK RUNS PERPENDICULAR OR DIAGONAL TO STEEL JOISTS. 6. FOR PARTIAL HEIGHT PARTITIONS NOT DIRECTLY ATTACHED TO STRUCTURE, BRACE TOPS TO STRUCTURE ABOVE W/ DIAGONAL 2 1/2" METAL STUDS • 48" O.C. MAXIMUM. TRAKFAST IFFF0126 PINS 025"D X I/2" L) SPACED 24" O.C. 1. DEFLECTION SHALL BE LIMITED TO //240 IN DRYWALL ASSEMBLIES AND L/360 IN VENEER ASSEMBLIES 8. ALL PARTITIONS THAT DO NOT HAVE DRYWALL EXTENDING TO THE UNDERSIDE OF THE STRUCTURE ABOVE SHALL HAVE SMOKE STOPS VERTICALLY AT THE CEILING LEVEL 4 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. NOT RATED, INSULATED, 4" MAXIMUM I ALLOWABLE HEIGHT OF INTERIOR NON -BEARING METAL STUD PARTITIONS BASED ON CLARIKDIETRICH PROSTUD DRYWALL FRAMING SYSTEM NOTES: I. MINIMUM 5 PSF LATERAL LIVE LOAD PER FBC 1618.8 2. LIMITING HEIGHT DATA IS FOR COMPOSITE ASSEMBLIES WITH GYPSUM BOARD FULL HEIGHT ON BOTH SIDES 3. FOR NON -COMPOSITE CONDITIONS REFER TO LIMITING HEIGHT DATA AT WWW.CLARDIETRICH.COM STUD SIZE 4 MEMBER L/240 1_/360 MAXIMUM HEIGHT PER STUD SPACING O.G. MAXIMUM HEIGHT PER STUD SPACING O.G. SIZE (in.) MEMBER 1211 1611 2411 1211 1611 24" 1 5/8 PROSTUD 25 III --ill 10'-6" 9'-1" 10'-11, 9'-011 - 1 5/8 PROSTUD 20 12'-11" II'-8" 10'-3" 11'-2" 10'-1" 8'-8" 1 5/8 PROSTUD 20X0 IV-9" II' -Ill 10'-1" 11'-2" 10'-1" 8'-511 1 5/8 PROSTUD 30MIL 12'-11" 11'-9" 10'-31, ll'-3" 10'-3" 8'-8" 2 1/2 PROSTUD 25 14'-8" 13'-411 Il'-8" 13'-0" 11'-g" 10'-411 2 1/2 PROSTUD 20 15'-9" 14'-411 12'-6" 14'-0" 12'-0" 2 1/2 PROSTUD 20X0 15'-9" 14'-411 12'-6" 2 1/2 PROSTUD 30MIL 16'-311 14'-.9" 12'-11" 14'-4" 13'-0" 11'-411 3 5/8 PROSTUD 25 11'-11, 15'-6" 13'-1" 14'-11" 13'-1ll III -loll 3 5/8 PROSTUD 20 18'-5" 16'-9" 14'-6" 16'-1" 14'-8" 12'-10" 3 5/0 PROSTUD 20X0 18'-4" lro'-all 14'-111 ib'-1" 14'-l" 12'-S" 3 5/8 PROSTUD 30MIL 20'-5" 18'-6" 16'-2" Ill -loll 16'-2" 14'-2" fo PROSTUD 25 24'-2" 21'-11" 19'-2" 21'-511 19'-5" 11'-101, 6 PROSTUD 20 26'-5" 24'-0" 21'-011 23'-2" 21'-111 18'-511 6 PROSTUD 20X0 26'-&" 24'-V 21'-1" 23'-2" 21'-1" 18'-5 6 PROSTUD 30MIL 29'-1" 26'-5" 23'-111 25'-5" 23'-I" 20'-2" BRACE TO STRUCTURE 30TTOM OF R-13 SOUND ATTENUATION BLANKET CONTINUOUS 20 GAUGE METAL. STUD TRACK ANCHORED WITH 1/8" DIA. POWDER ACTUATED TYPE FASTENERS AT 2'-0" O.C. MAX TRACK TO BE SAME GAUGE AS STUDS BRACE TO STRUCTURE 3-5/8" METAL STUDS AT 16" O.C. TYP. TO � . DECK TTOM OF ACT I LAYER OF 5/8" GYP. BOARD ON EACH SIDE >� OF 3-5/8' METAL STUDS NOT RATED, INSULATED, 4" R-13 SOUND ATTENUATION BLANKET CONTINUOUS 20 GAUGE METAL STUD TRACK ANCHORED WITH 1/8" DIA. ALL INTERIOR OF POWDER ACTUATED TYPE — BATHROOM WALLS WILL FASTENERS AT 2'-0" O.C. HAVE (1) LAYER OF FRP MAX TRACK TO BE SAME GAUGE AS STUDS BASE BASE (� I" 5T0000 FIN1514 6" x 8" x 16' CONCRETE BLACK EXTERIOR WALL DETAIL PAINTED GMU BLOCK I" STUGGO FIN15H 8' x 8" x 16' CONCRETE BLOCK EXTERIOR FURRING HAT CHANNEL 0 lb- O.G. WALL DETAIL I/ N /1pHv1 A 1 1 4' RAISED FOAM BANDING EXTERIOR WALL DETAIL 8" x 6' x 16" CONCRETE BLOCK PAINTED GMU BLOCK 6" METAL STUDS AT 16" OZ. TYP. TO DECK I LAYER OF 5/8" GYP. BOARD ON EACH SIDE OF 6" METAL STUDS BRACE TO STRUCTURE ABOVE 30TTOM OF ACT R-13 SOUND ATTENUATION 3-5/8' METAL STUDS - AT 16N OZ. TYP. TO DECK 1 LAYER OF 5/8M GYP. BOARD ON EACH SIDE OF 3-5/8" METAL STUDS BRACE TO STRUCTURE ABOVE R-13 SOUND ATTENUATION 7 BOTTOM OF AC 3-5/8" METAL STUDS AT 16" O.C. TYR TO = DECK I LAYER OF 5/8" GYP. BOARD ON EACH SIDE OF 3-5/8" METAL STUDS CONTINUOUS 20 GAUGE CONTINUOUS 20 GAUGE " METAL STUD TRACK METAL STUD TRACK ANCHORED WITH 1/8" ANCHORED WITH 1/8" DIA. POWDER ACTUATED DIA POWDER ACTUATED ALL INTERIOR OF TYPE FASTENERS AT TYPE FASTENERS AT BATHROOM WALLS WILL 2'-0" O.C. MAX TRACK - 2'-0" O.C. MAX TRACK HAVE (U LAYER OF FRP TO BE SAME GAUGE AS TO BE SAME GAUGE AS - STUDS STUDS BASE BASE BASE BASE I III BASE NOT RATED, INSULATED, 6" 1 ScaleAPRTITION WALL TYPES -0" 0 EXTERIOR WALL. DETAIL INTERIOR WALL DETAIL WALL DETAILS Scale: 1/2" - 1'-0" NOT RATED, INSULATED, 4" �— 4' RA15ED FOAM BANDING ill FURRING HAT C.1fANNEL 0 16" O.G. )[ N DRYWALL 3 %' 'TAU e_r rti s-r ILN .,. Lr' 1 LIB .qV V 1 1 wnlvi EACH SIDE OF METAL STUDS. I LAYER OF CEMENT BOARD IN ALL WET AREAS. ALSO TO BE USED BELOW BFE IF REQUIRED. METAL STUDS AT 16" O.G. — I LAYER OF CEMENT BOARD IN INTERIOR ALL WET AREAS. ALSO TO BE PLUMBIN6 USED BELON BFE IF REQUIRED. WALL DETAIL NOT RATED, INSULATED, 4" (2) LAYERs % TYPE NX" GYPSUM WALL BOARD EACH SIDE OF STEEL STUDS TO UNDMIDE OF ROOF DECK 2-HR RAT® FIRE WALL. 5 16 STEEL STUDS AT 24" U.L. DETAIL U41q O.C.IMAX. 3 2-HR RATED WALL DETAIL THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, ING, AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE iTH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 09/20/22 MK PERMIT OS/20/22 MK REV. REV. REV. REV. REV. REV. REV. SHEET TITLE WALL t PARTITION DETAILS SHEEt NUMBER A 121 1 IY 11 1 11 1 1 1! 1 o []OW ALL 2'-t FRAME UWJM LEMM [OW] C=:::m J PUSHING SYSTEM rALLNEOPRENE GASKET /�iROUND COVER) SLAM LATCH �� _ INSIDE & OUTSIDE HANDLES W PADLOCK HASPS S r RAISED STUCC( W/ EFS FINISH BACKER ROD SEALANT, TVP. STUCCO FINISH I68UE DATE BY: REVIEW O'V06/21 PR PERMIT 0i/09/21 FR REV. REV. REV. REV. REV. REV, REV. F: COVER LINER '1 BRA ��CKET oc CO'�R]INS'l',U►,10N GL'`SS I� p��� E RED VINYL GRIP PARAPET P�TAIL [--� FRAME W �1LL � -IN ���c HO �N QI/2" ■ c `i fTl FNNTI E HINGE 12 [JOQmn] SPRING LIFTING MECHANISM �T , 1" [25] RIGID 21 FIBERBOARD INSULATION ,,,] F ALTERNATE EF'DM ROOFING IS SELECTED. [0 USE ROOFING MIAMFACIURERB STANDARDS 4. O SECTION NLIEU OF THOSE SHOIIN FOR BUILT UP ROOF. sum n PRECAST LINTEL E ;� ---- �UT14 (1) 04 BAR COW. � � ROOFg�TCH DETAIL u Fil U 5 P.T. WOOD BLOCKING O O SCALE: N 4' X 12' SCUPPER Q NOTE: NOTCHED APRON AND SCIPM •^' 1 N Q \.,\` ROOFERS U ICI STORAGE HEIGHT HT H E CEMENT *0 FLAN5jE SET NAILED O WOOD � O THE MAXIMUM MATERIAL S ORAL SHOULD g ; o BLOMING (}Q� �— 12'—�" OR 3'—" MINIMUM, BOTTOM JOIST !WSTRIPPINGM � � T-PLY 3►—fin .� li—on 1 2_7w 1 a-0w 4A p....,. - I. DOI NSPW AND 7" CONDUCTOR 4IN. 2,_0" ROOF HATCH CLEAR WIDTH TOP OF ROOF DECKING RAIL EXTENSIONS • • (CLOSED POS.) 2" x 3/16" ALUMINUM to TOP BRACKET (TYPICAL) am a W 2" x 3/16" ALUMINUM INTERMEDIATE BRACKET mw (TYPICAL AS REQUIRED) f?I 11 RE RACK SUPPLIED BY TENANT. RACK SUPPLIER TO VERIFY CODE REQUIREMENTS. (N.I.C.) 0-NI-_ ALE: N.TrS. m 2" x 2" x 2" x 3/16" ALUMINUM ANGLE FLOOR BRACKET `-9/16" HOLES FOR 1 /2" 0 FASTENER ROOF ACCESS LADDER DETAIL SCALE: N.T.S. SCW PER DETAIL 3 1' w I'-0" MPREFGINIUTTERSHEO TL. OUTLET TUBE 8" C2'1l.! WALL AN (D_DOWNSPOUT DETAIL SCALE: I" ■ 1'-0" ROOF MEMBRANE R610 NSULATION MET.AL� DECKING STEEL ANGLE 8" 1.A yRA I —r- I .._.I — -- --r — _J_ CAN? STRIP 1-± TPO ROOFING C- MEMBRANE I - TAPERED i r ' NSULATICN BOARD 1-- i—J Ip - L --- -- - _tJ STRIP DETAIL O_CANT SCALE: 1 1/2" ■ 1'-0" THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAME DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAME, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1111111111IL1111, KY(4�t ° N 0 00 4 ° o N t` N m A� N O z ' �00 a W W a. o H V) c M i 00 N N E C � 00 M ' n N rN- J: SHEET TITLE MISCELLANEOUS DETAILS - I I 111 ■ I - I _ I _ � I III III 1 II �'� 11 I'll _I '_.f_ _I __ '. !fl I II. INTERIOR 9 THRESHOLD DETAIL RAM E 3EYOND) LUM. THRESHOLD " MAX. DA COMPLIANT EALANT SCALE : 3- = V-0" 5/8" GYP. 3/4" (R—' RIGID INSL 7/8" MET) STRIPS SEALANT INTERIOR 5 STOREFRONT HEAD DETAIL 5/8" GYP 3/4" (R— RIGID INSL 7/8" MET, STRIPS SEALANT INTERIOR 8" PRE —CAST CONC. LINTEL W/ 8" MIN. BRIG. EACH END " STUCCO PROVIDE P.T. WOOD BUCK ANCHORED TO HEAD IF REQUIRED BY FLORIDA PRODUCT APPROVAL — TYPICAL SEALANT ALUM. STOREFRONT EXTERIOR SCALE : 3- = V-0" 8" CMU " STUCCO SEALANT ALUM. STOREFRONT EXTERIOR 6 STOREFRONT JAMB DETAIL SCALE: 3"=1'-0" ALUMINUM STOREFRONT DOOR 5/8" GYP, BD: 3/4" (R-5) FOIL FACED RIGID INSULATION s.. 7/8" METAL FURRING STRIPS 0 16" O.C-___ SEALANT INTERIOR 8" PRE —CAST CONC. LINTEL W/ 8" MIN. BRIG. EACH END SEALANT PRE —FORMED ALUM. RAIN HOOD — PAINT TO MATCH ADJACENT SURFACE : to 8"t • SEALANT DOOR SYSTEM (SEE DOOR SCHEDULE) EXTERIOR 1 EXTERIOR DOOR HEAD DETAIL SCALE: 3" = 11-00 5/8" GYP 3/4" (R RIGID INSL 7/8" MET, STRIPS SEALANT INTERIOR 2 EXTERIOR DOOR JAMB DETAIL " STUCCO SEALANT DOOR SYSTEM (SEE DOOR SCHEDULE) EXTERIOR SCALE: 3" = 1'-0" DOOR SWEEP PROVIDED BY STOREFRONT DOOR MFR. PEMKO 307AV HANDICAP ACCESSIBLE THRESHOLD (PROVIDED BY SCHEDULED DOOR STOREFRONT DOOR MFR.) SET IN FULL BED OF MASTIC ALUM. THRESHOLC (PEMKO 2005AV) INTERIOR WALL — SEE FLOOR PLAN AND WALL - " ks PER FT. SLOPE MIN " 1 /4 MAX. 16" PER FT. SLOP, /4" MAX. TYPES DOUBLE STUD AT �( X JAMB HOLLOW MTL. FRAME (ADJUST FOR WALL TYPE) 1 /2" EXPANSION JOINT 1 /2" EXPANSION STEEL DOOR FILLER FILLER 10 INTERIOR DOORJAMB SCALE: 3"=,'-0" INTERIOR WALL — SEE FLOOR PLAN AND WALL TYPES ALUM. HORIZONTAL SLIDING GLASS WINDOW (NO LOCK) SHELF WITH PLASTIC LAMINATE FINISH INTERIOR WALL — SEE FLOOR PLAN AND WALL TYPES 11 SLIDING WINDOW DETAIL SCALE: 3- = 11-0- INTERIOR � � �/ EXTERIOR 7 STOREFRONT THRESHOLD DETAIL 5/8" GYP. 3/4" (R— RIGID INSL 7/8" META STRIPS SEALANT INTERIOR INTERIOR SCALE: 3" = V-0" 3 EXTERIOR DOOR THRESHOLD DETAIL SCALE: 3" = 1'-0" 8" CMU SYNTHETIC STUCCO / FIBER SYSTEM SEALANT ALUM. STOREFRONT EXTERIOR 8 EXTERIOR WINDOW JAMB DETAIL SCALE: 3" = V-0" SILL PAN END DAM JOINTS ML WATER TIG SEALANT INTERIOR 4 STOREFRONT DETAIL WATERTIGHT ALUMUMINUM STOREFRONT SYSTEM CONTINUOUS SILL / PAN FLASHING (SUPPLIED BY STOREFRONT MFR.) SHIMMENED LEVEL — SET IN FULL BED OF SEALANT — PROVIDE WEEPHOLES EXTERIOR SCALE: 3" = V-0" AV l�l llv Li llL 1 AIL ac 1 me: 1�� . 1� -m�� ru 1 i-rl LS SOLID W/ GROUT MADE INDICATES ,TED CANOPY FRAME 'ION ME THREADED Z CANOPY PURER ILOUVERED 13Y OTHERS ION TO CANOPY 13Y ill THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TC COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY$ REVIEW 01/06/21 FIR PERMIT 0/109/21 FR REV. REV. REV. REV. REV. REV. REV 0V ° e •w 0 0 AR001 00 C c� m A� N O z N ' �j00 W a .o H� � �M I 00 N M N E 0 Q' 00 00 IN In b W U � � O � x w � a SHEET TITLE DOOR 4 WINDOW DETAILS PRE —FINISHED ALUMINUM PARAPET FLASHING CAP. 18'-8" T.O. MASONRY HIGH EAVE HEIGHT EL. VARIES, SEE STRUCT. 7/8" CEMENT PLASTER ON MASONRY. LANDSCAPING, SLOPE AWAY FROM — ENTRY 1:20 MAX — SEE CIVIL `SLOPE0'-0"/79.0 (FFE) SLOPE 10611i111111i_ 1 f t iBL TO DRA EXPOSED STRUCTURE —NO CEILING AIR I u1 VON STAOTAR 12K SPOA 2U7T5BL II v ff DQ 21_8ff D D v v —SELF ADHERED WATERPROOFING MEMBRANE UP AND OVER PARAPET SINGLE PLY TPO ROOF MEMBRANE ON MIN. R-11/2" ISO BOARD SLOPE 1/2" PER FOOT — SPACE BEAM, SEE STRUCTURAL DRAWINGS. PAINTED MASONRY WALL, SEE SCHEDULE. I I II ITIIIII- IIE Al �:�•:�.' I I_ —III IIIIII I I� W !—— iIs . • .ad �' 1 II_I WALL SECTION SCALE: 1/2" = 1'-0" ISOLATION JOINT, REFER TO STRUCT. DWGS —HAND TOOL JOINT IN LINE WITH CMU WALL BEYOND 4" REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL v 4 d III I7711 IIIIII lilI illl Illjl'IIII -IIIIIIIII' I II WATERPROOF MEMBRANE WITH PROTECTION — REINFORCED CONCRETE FOOLING. SEE STRUCTURAL UNDISTURBED EARTH AND COMPACTED SUB GRADE III JBC V2380 Al ' 2-'ER A-15 II co I J I II o II Q II I II � Sim. 15 DOMESTIC WATER SERVICE TO BUILDING. REFER TO 16 SANITARY CONNECTION TO BUILDING. REFER TO CI) 1 CABINET AND COUNTER SALES MILLWORK, FURNISH SEE A1.5. ONE SERVICE COUNTER SHALL COMPLY 18 ADA HI —LOW DRINKING FOUNTAIN, SEE P1.0 19 MOUNT AT 14'-6" AFG WALL PACK LIGHT FIXTURE, PROVIDE LV DROP NEXT TO ELECTRICAL OUTLETS A DISPLAY. KEEP POWER & LV ON SWITCH FOR MANA 21 EMERGENCY EYE WASH STATION, SEE PLUMBING ©36" HIGH X 36" WIDE SLIDING WINDOW TEI WITH 3' SILL AND 2" CASING. © HOSE BIBB—WALL HYDRANT ® CONCRETE APRON, REFER TO STRUCTURAL. PROVIDE 4"0 PAINTED STEEL CONCRETE FILLED ALL OVERHEAD DOORS, PAINT SAFETY YELLOW. ©WALL MOUNTED FLAT SCREEN TV PROVIDED BY TIF BLOCKING & POWER ON WALL 0 87" A.F.F. (TBT) © PATH OF TRAVEL MARKED W/YELLOW CHEVRON STI ® 24N12" LOUVER AT WALL ALIGN W/TRIM, SEE 4/E <ly> A" TI iry FIPC PR(1TR1ICIf1Pl (PAI CF rni I11AN) CF'F a REINF. CONC. BEAM. SEE 4 A3.2 A2.1 3 4,. . -- STRUCTURAL DRAWINGS. 108 _4" 85f_8ff TOP of LOUVER CONCRETE APRON 6'-O" LOUVER SILL %" CEMENT PLASTE ON MASONRY. SLOPE 1/2" PER FOOT I I I LOUVER TO BE MOUNTED 6'-0" ABOVE 2514" GRADE, FLASH PER MANUFACTURERS z DIRECTIONS, PROVIDE IMPACT RES19TANT AND WEATHER P 00 „ 2' 8" I ° 1 Of_Off 2'-8" D1 of v Off ° 218'0 EXPANDABLE SEALANT AT LOWER FRAME. STUCCO STOPS, SACKER 4' 3 D 4 W-7 ° ROD AND SEALANT SHALL BE USED ° WHERE STUCCO ABUTS OR TERMINA T a o 7 ° 4,DISSIMI \ 10x10 1010 10x10 Q TYP 0 Q R :p. 2 S4QPE FLOOR TO DRAY I TOWARDS THE DOOf $ LOUVER WALL SECTION 0, HIII SCALE: 1 1/2" = 1'-0" 5 I ROTARY KID TARY II 1 2 SINGLE PLY TPO ROOF MEMBRANE ON SINGLE PLY TPO ROOF MEMBRANE ON EXTERIOR GRADE (FTP) PLYWOOD ON EXTERIOR GRADE (FTP) PLYWOOD ON � MTL DECK, SEE STRUCTURAL ... ... .,....,.....,..,..,_,• MTL DECK, SEE STRUCTURAL. /L ....,.t..... .. ti 1 /2' PER FOOT TYP. 0e i 10'-0" TYR MTL BEARING 9'-10" ' MTL BEARING STEEL MTL CHANNEL. SEE—` STEEL MTL CHANNEL. SEE STRUCTURAL DRAWINGS. ! 7/8" CEMENT PLASTER STRUCTURAL DRAWINGS. •.,_..,..,.., ...�... ON MASONRY. REINF, CONC. BEAM. SEE REINF. CONC. BEAM. SEE "'" STRUCTURAL DRAWINGS. '—"""' _ ""'"" '�STRUCTURAL DRAWINGS. 0 PRECAST LINTEL W/ K.O. BLOCKS, SEE STRUCTURAL DRAWINGS. PROVIDE DRIP EDGE AS REQ. 7/8" CEMENT PLASTER ON MASONRY. I• STEEL DOOR, REFER TO DOOR SCHEDULE HAND TOOL JOINT IN LINE WITH — CMU WALL BEYOND 4" REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL . I - a1 a a�- _. /--ISOLATION JOINT, REFER TO STRUCT. DWGS CONC SIDEWALK ENTRY, SLOPE AWAY FROM ENTRY 1:48 MAX — SEE CIVIL PAVING, REF. CIVIL SLOPE- rol-0"178.90 (FFE) WALL SECTION SCALE: 1/2" = 1'-0" HAND TOOL JOINT IN LINE WITH CMU WALL BEYOND 4" REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND LANDSCAPING, REF. CIVIL TERMITE TREATED FILL SLOPE .h0'-0"/78.90 (FFE) ~- FINISH FLOOR e I- _ I ; .� I I � i I I IhI I L_L,11,111 i WALL SECTION SCALE: 1/2" = 1'—O" 3 2 A3.2 1.5 7B _ A-15 , 3 22 A-15 LAN[ 1F f 7C 4 A-15 A-15 LANDSCAPING IVA © . 1 , -1>• ■iiiiiiiiin 1 7A A-15 2 A-15 C WALL LEGEND REFER TO SHEET ADA ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ r 12" MASONRY EXTERIOR WALL (MAIN BUILDING) TYPE W-1 /W-7 ^ ^ A ,''X ^ ^ ^ ^ ^ ^ " 8" MASONRY WALL (EXT. STORAGE) - - — — — — INTERIOR 2HR PARTITION WALL TO DECK TYPE W-3 INTERIOR PARTITION TYPE W-4 SERVICE PARTITION TYPE W-5 INTERIOR CHASE WALL TYPE W-6 WAINSCOT CONCRETE SIDEWALK PROVIDE NEW 4" THICK CONCRETE SLAB —ON —GRADE W/ 6X6—W1.4 WELDED COMPACTED FILL. CENTER WELDED WIRE MESH IN SLAB. PROVIDE 1 " DEEP SLAB EVERY 5-0". FT. MAXIMUM. SEE STRUCTURAL WIRE MESH ON SAWCUTS IN CONCRETE PLAN KEYED NOTES 10 5/8" GYP. BD. ON 3-5/8" MTL. 20GA STUDS INTERIOR, ALIGN STUDS FLUSH WITH INTERIOR FACE OF COLUMNS, TYP. AT EXTERIOR WALL. STUDS & GYP BD TO EXTEND 6" ABOVE CEILING, PROVIDE R-19 RIGID INSULATION O2 WALL TO BE PAINTED WITH 8'-0" HEIGHT (SW MORNING FOG); 12" (SW HONORABLE BLUE SW 6811) AND SW MARSHMALLOW ABOVE THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE 50LE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED t0 THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ■u 16" DATE 13Y: REVIEW dMnO/22 MK PERMIT IgenO/22 MK REV. REV. REV REV. REV. REV. REV. 00 M M sl Mrq N O z N ' �00 V PWW� E� w a o H � � M I 00 N N t` ® E o W 00 � ® , V M o0 w b W � � U d 0 r-x 0 w r-q a 811-EET TITLE TIRE STORAGE 1uILpING 844EET NUM15ER I I M I I I I I ! !. I !I I I 1 I 1 1 VERTICAL REINFORCEMENT IN GROUTED CELLS O z U- w z WCn it 0 a Zo U) w U J � W d U W � w O w CONCRETE MASONRY WALL FACTORY FABRICATED CORNER SECTION OF HORIZONTAL JOINT REINFORCEMENT CONTINUOUS HORIZONTAL JOINT REINFORCEMENT CONT 00 CONTINUOUS HORIZONTAL JOINT REINFORCEMENT FACTORY FABRICATED CONTINUOUS HORIZONTAL TEE JOINT REINF JOINT REINFORCEMENT EVERY OTHER VERTICAL COURSE TYP REINFORCEMENT IN GROUTED CELLS Ll VERTICAL REINFORCEMENT IN GROUTED CELLS AT TYPICAL SPACING SEE GEN NOTES FOR LAP VERTICAL EE GEN NOTES MORTAR JOINT FOR LAP VERTICAL REINFORCEMENT IN GROUTED CELLS AT TYPICAL SPACING --� CONCRETE Jl�,ll_ CONTINUOUS HORIZONTAL MASONRY WALL JOINT REINFORCEMENT Plan Showing Joint Reinforcement at Wall Corner TOP REINFORCING CMU LINTEL a w BOTTOM 8„ REINFORCING I�I Masonry Lintel Schedule MAXIMUM OPENING WIDTH CMU LINTEL DIMENSIONS AND REINFORCING DEPTH 8" WALL 2'-011 8 1 #4 BOT 4'-011 8 1 #4 BOT 6'-0" 8 1#5 BOT & 1#4 TOP IP I EE GEN NOTES FOR LAP CONTINUOUS HORIZONTAL JOINT REINFORCEMENT Plan Showing Joint Reinforcement at Structural Wall Intersection 1. DO NOT USE THIS SCHEDULE IF CONCENTRATED LOAD IS APPLIED TO THE LINTEL AT A HEIGHT LESS THAN HALF THE SPAN ABOVE THE LINTEL, OR IF STACK BOND IS SPECIFIED. 2. PROVIDE 8" MINIMUM BEARING FOR ALL LINTELS. Masonry Lintel Detail and Schedule Masonry Tension Lap Splice Lengths BAR SIZE f m = 2000 8" CMU 12" CMU 2" COVER #3 1811 1811 18" #4 18" 18" 22' #5 2011 18" 3511 #6 38" 2411 64" #7 5211 3311 87" #8 79" 5011 131 " #9 -- 64" 167" 1. THIS TABLE CONTAINS DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCEMENT IN CMU ACCORDING TO ACI 530-13/TMS 402-13/ASCE 5-13. 2. VALUES FOR 8" AND 12" CMU TO BE USED FOR BARS CENTERED IN WALL. VALUES FOR 2" COVER TO BE USED FOR DOUBLY REINFORCED WALLS AND BOND BEAMS/LINTELS W/ (2) BARS IN A SINGLE LAYER. 3. FOR DEVELOPMENT AND SPLICE LENGTHS OF EPDXY COATED BARS, MULTIPLY TABULATED VALUES BY 1.5. 4. WHERE VERTICAL BAR IS INTERRUPTED BY A BEARING PLATE OR OTHER OBSTRUCTION, PROVIDE BACK DOWEL MATCHING VERTICALREINFORCEMENT W/ 8" MAXIMUM OFFSET. Tension Lap Splice Lengths BAR SIZE fC = 3000 TOP BARS OTHER BARS A B A B #3 2211 2811 17" 2211 #4 29" 3711 2211 2911 #5 3611 4711 2811 36" #6 4311 56" 3311 43" #7 6311 81" 48" 6311 #8 72" 93" 5511 7211 #9 8111 105" 6211 8111 #10 9111 118" 70" 911, #11 1011, 13111 78" 1011, TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF CONCRETE CAST BELOW THE REINFORCEMENT. VERTICAL REINFORCEMENT IN GROUTED CELLS BENT BARS, SAME SIZE BARS AS HORIZONTAL REINFORCEMENT HORIZONTAL BOND BEAM REINFORCEMENT �► JI I�Vi� ilil��J� SEE TYPICAL DETAILS FOR LAP LENGTH VERTICAL REINFORCEMENT IN GROUTED CELLS VERTICAL REINFORCEMENT IN GROUTED CELLS CONCRETE MASONRY BOND BEAM TYP HORIZONTAL BOND BEAM REINFORCEMENT CONCRETE MASONRY WALL BELOW CONCRETE MASONRY WALL BELOW -/- Plan Showing Bond Beam Reinforcement at Wall Corner Z-BARS MATCHING NUMBER AND SIZE OF BOND BEAM REINF EE TYPICAL DETAILS FOR LAP LENGTH 2'- oi' CONT BOND MASONRY LAP MIN CONTINUOUS BEAM REINF U-BLOCKS Bond Beam Step Detail Components and Cladding Wind Pressures ZONE EFFECTIVE WIND AREA SQ FT MAX +VE PRESSURE (PSF) MAX -VE PRESSURE (PSF) ZONE 1' ROOF INTERIOR ZONE 10 16.0 -16.0 20 16.0 -16.0 50 16.0 -16.0 >100 16.0 -16.0 ZONE 1 ROOF EDGE ZONE 10 16.0 -37.5 20 16.0 -36.5 50 16.0 -35.2 >100 16.0 -34.3 ZONE 2 ROOF EDGE ZONE 10 34.3 -62.8 20 32.8 -56.2 50 30.8 -47.3 >100 29.2 -40.6 ZONE 3 ROOF CORNER ZONE 10 34.3 -62.8 20 32.8 -56.2 50 30.8 -47.3 >100 29.2 -40.6 ZONE 4 WALL INTERIOR ZONE 10 47.0 -50.9 20 44.9 -48.8 50 42.2 -46.1 100 40.1 -44.0 >500 35.3 -39.2 ZONE 5 WALL EDGE ZONE 10 47.0 -62.7 20 44.9 -58.5 50 42.2 -53.5 100 40.1 -48.8 >500 35.3 -39.2 WIDTH OF EDGE STRIP, a=5'-5" WIDTH OF ROOF EDGE STRIB, b=V-0", c=9"-0" INTERNAL PRESSURE COEFFICIENT = t0.18 flail HORIZONTAL BOND BEAM REINFORCEMENT VERTICAL REINFORCEMENT IN GROUTED CELLS CONCRETE MASONRY BOND BEAM TYP Plan Showing Bond Beam at Structural Wall Intersection VERTICAL REINF EACH SIDE OF OPENING TO MATCH VERTICAL WALL REINF flail T/WALL 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 Oi ® iO 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 Wall Elevation 3 BARS EACH SIDE FOR OPENINGS FROM 10 -0 TO 12'-011 2 BARS EACH SIDE FOR OPENINGS FROM 6-0" TO 10'-0" CMU Wall Opening Detail w a ROOF d GROUND U c �I Roof Plan THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE, IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE IBY= REVIEW 9*nV/22 MK PERMIT OWC/22 MK REV. REV. REV. REV. }REV. REV. REV. SWEET TITLE TIRE STORACzE WILDING DETAILS ►'. I111-. • GENERAL NOTE 5 DESIGN CRITERIA 1. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE LOADING CRITERIA OF ASCE 1-10 AND THE FLORIDA BUILDING CODE, 1TH EDITION 2020. 2. DESIGN LOADS FOR THE STRUCTURE AND ITS COMPONENTS SHALL BE AS FOLLOWS: FLAT ROOF DEAD LOAD ■ 25 PSF LIVE LOAD - 20 PSF MAX. PONDING WATER DEPTH w/ ALL PRIMARY DRAINAGE SCUPPERS BLOCKED = 4". 3. WIND CRITERIA FOR THE STRUCTURE SHALL BE AS FOLLOWS: WIND DESIGN METHOD - DIRECTIONAL PROCEDURE METHOD. ULTIMATE WIND DESIGN SPEED = 13S MPH (3 SECOND WIND GUST). NOMINAL DESIGN WIND SPEED 108 MPH. RISK CATEGORY OF STRUCTURE 11. WIND EXPOSURE CATEGORY = C. WIND ENCLOSURE COEFFICIENT - t 0.18 (ENCLOSED). WIND PRESSURES FOR COMPONENT 4 CLADDING - REFER TO 51.2. 4. DEFLECTION LIMITS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS BASED ON MATERIALS SPECIFIED BY THE ARCHITECT. MATERIALS THAT REQUIRE DEFLECTION CRITERIA EXCEEDING CODE LIMITS PER THE MANUFACTURER'S AND/OR ARCHITECT'S SPECIFICATIONS SHALL MEET THE CRITERIA SPECIFIED BY THE MANUFACTURER AND/OR THE ARCHITECT. 5. CONTRACTOR SHALL INFORM AND SUBMIT TO THE ENGINEER OF RECORD LOADING INFORMATION FOR ALL EQUIPMENT NOT SHOWN, OR DIFFERING FROM THOSE SHOWN, ON THE CONTRACT DRAWINGS. 6. DELEGATE ENGINEERS SHALL ACCOUNT FOR SELF WEIGHT OF STRUCTURE IN DESIGN AS REQUIRED. 1. CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD OF ANY DISCREPANCIES IN THE FIELD FROM THE ASSUMPTIONS STATED ON THESE DRAWINGS. SHOP DRAUJIW38 AND SUBMITTALS 1. SHOP DRAWINGS AND SUBMITTALS FOR ALL STRUCTURAL FRAMING, ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 2. SPECIAL ENGINEERING COMPONENTS SUCH AS PRE-ENGINEERED WOOD TRUSSES AND GOLD -FORMED STEEL SYSTEMS SHALL BE PROVIDED BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA WHO SHALL BE THE ENGINEER OF RECORD OF THESE SPECIAL ENGINEERING COMPONENTS PER THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15-30.006. SIGNED AND SEALED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN CRITERIA SPECIFIED BY THE ENGINEER OF RECORD. 3. SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ENGINEER OF RECORD FOR OVERALL COMPLIANCE WITH CONTRACT DOCUMENTS. COMMENTS AND/OR CORRECTIONS MARKED ON SHOP DRAWINGS AND SUBMITTALS SHALL NOT ALLEVIATE THE CONTRACTOR FROM CONFORMANCE WITH THE CONTRACT DOCUMENTS. 4. CONTRACT DOCUMENTS SHALL PRESIDE OVER SHOP DRAWINGS AND SUBMITTALS UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. 5. SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE ENGINEER OF RECORD. REVIEW STAMP SHALL BE DATED, INITIALED AND INDICATING REVIEW DISPOSITION. ro. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING DIMENSIONS, ELEVATIONS, QUANTITIES, FOR FABRICATION SELECTION PROCESSES, FOR CONSTRUCTION METHODS, FOR SUBCONTRACTORS COORDINATION AND FOR EXECUTION OF THE WORK IN A SAFELY MANNER ACCORDING TO THE LATEST CODES AND STANDARDS. -1. CONTRACTOR SHALL ALLOW FOR (10) TEN BUSINESS DAYS FOR EACH SUBMITTAL PRIOR TO REVIEW AND/OR APPROVAL FROM THE ENGINEER OF RECORD. SITE WORK 1. NO GEOTECHNICAL REPORT WAS PROVIDED TO THE ENGINEER OF RECORD FOR BUILDING FOUNDATION RECOMMENDATIONS BASED ON ACTUAL SOIL CONDITIONS. THE ASSUMED SOIL BEARING PRESSURE In 2000 PSF. 2. A COMPLETE SOIL INVESTIGATION SHALL BE CONDUCTED AND COMPLETED BY A REGISTERED GEOTECHNICAL PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. THE RESULTS SHALL BE PRESENTED TO THE ENGINEER OF RECORD FOR REVIEW IN THE FORM OF A GEOTECHNICAL REPORT. 3. NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ASSUMED SOIL BEARING PRESSURE AND THE ACTUAL SOIL CONDITIONS. CHANGES NECESSARY TO THE CONTRACT DOCUMENTS DUE TO SPECIFIC INFORMATION IN THE GEOTECHNICAL REPORT SHALL BE CONSIDERED ADDITIONAL SERVICES. 4. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT AND MAKE ALL SITE PREPARATION IN ACCORDANCE TO THIS DOCUMENT. 5. FILL MATERIAL SHALL BE CLEAN SOIL, FREE OF DEBRIS AND ORGANIC MATERIAL. FILL MATERIAL SHALL BE PLACED IN ONE FOOT LIFTS AND COMPACTED TO A CRITERIA NOT LESS THAN Sr7% OF ITS MODIFIED PROCTOR DENSITY. 6. CONTRACTOR SHALL COORDINATE ALL BELOW GRADE PIPING ROUTING WITH THE FOUNDATIONS. NO PIPING THROUGH THE FOUNDATIONS SHALL BE ALLOWED. REFER TO CIVIL DRAWINGS FOR MINIMUM PIPING CLEARANCE BELOW THE FOUNDATIONS. 1. FOUNDATION WALLS RETAINING SOIL SHALL BE BRACED UNTIL FLOOR SLABS ARE IN PLACE AND HAVE REACHED THEIR SPECIFIED COMPRESSIVE STRENGTH. CAST IN PLACE CONCRETE 1. CAST IN PLACE CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). b. DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315). c. SPECIFICATION FOR HOT WEATHER CONCRETING (ACI 305). d. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). e. CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 2. CONCRETE SHALL BE NORMAL WEIGHT UNLESS NOTED OTHERWISE AND SHALL COMPLY WITH ASTM CS4 AND THE FOLLOWING: a. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. b. AGGREGATES (3/4" MAX.) SHALL CONFORM TO ASTM C33. c. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. d. WATER REDUCING AGENT SHALL CONFORM TO ASTM C4S4. e. FLYASP (20% MAX.) CLASS F SHALL CONFORM TO ASTM C618-18. f. WATER SHALL BE POTABLE. g. REQUIRED SLUMP RANGE - 3" TO 5". 3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: SLAB -ON -GRADE 3000 PSI W/C RATIO - 0.55 MASONRY GROUT = 3000 PSI W/C RATIO - 0b8 FOOTINGS - 3000 PSI W/C RATIO - OB2 COLUMNS - 4000 PSI W/C RATIO - OA5 WALLS - 4000 PSI W/C RATIO - 0.45 BEAMS - 4000 PSI W/C RATIO ■ 0.45 TIE COLUMNS ■ 4000 PSI W/C RATIO - OA5 TIE BEAMS - 4000 PSI W/C RATIO ■ OA5 4. REINFORCING STEEL BARS USED SHALL BE DEFORMED BARS GRADE 60 KSI AND SHALL CONFORM TO ASTM A615. REINFORCEMENT SHALL BE BENT AND PLACED IN ACCORDANCE WITH CRSI REQUIREMENTS. 5. WELDED WIRE FABRIC USED SHALL CONFORM TO ASTM A1064 AND SHALL BE FURNISHED IN FLAT SHEETS, NOT ROLLS. MINIMUM MESH LAP SHALL BE (2) PANELS. 6. MOISTURE BARRIER USED SHALL BE 10 MIL POLYETHYLENE. MINIMUM LAP AT JOINTS SHALL BE 6". 1. REINFORCING BAR COVER SHALL BE AS FOLLOWS: FOOTINGS ■ 3" SLAB ON GRADE - 3" (BOTTOM) P (TOP) COLUMNS AND TIE COLUMNS = 2" (EXTERIOR) IV' (TYPICAL) SHEAR WALLS - 2" (EXTERIOR) 1 i6" (TYPICAL) BEAMS AND TIE BEAMS 2 1 VI 8. CONTRACTOR SHALL INSTALL, IN ACCORDANCE WITH CRSI REQUIREMENTS, TIES, SPACERS, CHAIRS, BOLSTERS, ETC NECESSARY TO HOLD REINFORCEMENT SECURELY DURING CONCRETE PLACEMENT. USE PLASTIC TIPS ON ALL EXPOSED SURFACES. S. CONTRACTOR SHALL COORDINATE LOCATION OF ALL OPENINGS, SLEEVES, RECESSES, EMBEDS, ACCESSORIES, ETC PRIOR TO CONCRETE PLACEMENT. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS WITH REPAR LOCATIONS. NO OPENING OR SLEEVE SHALL BE ALLOWED IN BEAMS OR COLUMNS UNLESS APPROVED BY THE ENGINEER OF RECORD. 10. ALL PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DESIGN, CONSTRUCTION, SHORING, RESPORING, AND BACKSPORING OF CONCRETE FORMS. DESIGN SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. 12. CONCRETE FORMS SHALL BE COATED WITH COMMERCIAL COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT THE CONCRETE SURFACES. FORMS SHALL BE WET BEFORE CONCRETE PLACEMENT. CONCRETE FORMS SHALL REMAIN IN PLACE UNTIL TESTING SAMPLES INDICATE THAT CONCRETE HAS ATTAINED A MINIMUM OF 611% OF THE SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS. 13. REPAIR AND PATCH DEFECTIVE AREAS AND HONEYCOMBS IMMEDIATELY AFTER REMOVAL OF FORMS WITH A HIGH STRENGTH CEMENT MORTAR. NOTIFY THE ENGINEER OF RECORD FOR EVALUATION OF EXPOSED REINFORCING IN DEFECTIVE AREAS. 14. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ONE OF THE FOLLOWING OPTIONS: a. APPLY A LIQUID MEMBRANE FORMING A CHEMICAL CURING COMPOUND CONFORMING TO ASTM C30S. b. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 16. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 11. CONCRETE FINISHES (COLOR, CHAMFERING, ETC) SHALL BE PER ARCHITECTURAL DRAWINGS. 18. THE FOLLOWING TESTS SHALL BE PERFORMED ON SITE BY A QUALIFIED TESTING LABORATORY AND COPY OF RESULTS SENT TO OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR: a. COMPRESSIVE STRENGTH TESTS IN ACCORDANCE WITH ASTM C3S. FOUR LAB -CURED AND FOUR FIELD -CURED CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED PER DAY. ONE CYLINDER SHALL BE TESTED AT -1 DAYS AND TWO CYLINDERS AT 28 DAYS. THE FINAL CYLINDER SHALL BE RESERVED AND TESTED, IF NECESSARY, WITH PRIOR APPROVAL FROM THE ENGINEER OF RECORD. b. SLUMP TESTS IN ACCORDANCE WITH ASTM C143. IS. CAST IN PLACE CONCRETE SUBMITTALS: a. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT. SUBMITTALS SHALL BEAR MIX NUMBER, EXACT LOCATION WHERE MIX WILL BE PLACED IN THE STRUCTURE, AND BACKUP DATA FROM RECENT FIELD AND LAB CYLINDER TESTS. b. DETAILED SHOP DRAWINGS OF REINFORCING BARS INCLUDING NUMBER, SIZE, LOCATION, BAR LISTS AND BEND DIAGRAMS. CONCRETE MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402). b. SPECIFICATION FOR MASONRY STRUCTURES (TMS 602). 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90 AND SHALL BE HOLLOW LOAD BEARING CONCRETE MASONRY UNITS WITH THE FOLLOWING MINIMUM PROPERTIES: a. NORMAL WEIGHT, TYPE II. _., b. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS - 1,900 PSI c. NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) - 1,500 PSI 3. MORTAR SHALL BE TYPE M OR S AND SHALL COMPLY WITH ASTM C210, 4. GROUT USED IN ALL FILLED CELLS AND MASONRY BEAMS SHALL BE COARSE GROUT AND SHALL COMPLY WITH ASTM C416 WITH THE FOLLOWING MINIMUM PROPERTIES: a. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3,000 PSI. b. MAXIMUM AGGREGATE SIZE SHALL BE 3/8". c. REQUIRED SLUMP RANGE ■ 8" TO I1". 5. PROVIDE 4" x 4" CLEANOUT HOLES IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR WHEN THE GROUT POUR HEIGHT EXCEEDS 5 FT. REMOVE DEBRIS FROM CLEANOUT HOLES PRIOR TO CAPPING. TOP OF GROUT POUR SHALL BE TERMINATED )j" BELOW TOP OF MASONRY UNITS TO DEVELOP SHEAR KEY FOR CONTINUED GROUTING. 6. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT BY USE OF A LOW SPEED MECHANICAL VIBRATON. RECONSOLIDATE BY A LOW SPEED MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. 1. MASONRY UNITS CONSTRUCTION SHALL BE PLACED IN RUNNING BOND WITH %" FACE SHELL BEDDING MORTAR JOINTS VERTICALLY AND HORIZONTALLY. 8. REINFORCING STEEL BARS USED SHALL BE DEFORMED BARS GRADE 60 KSI AND SHALL CONFORM TO ASTM A615. S. HORIZONTAL REINFORCEMENT SHALL BE LADDER TYPE MASONRY WALL JOINT REINFORCEMENT TYPE DUR-O-WAL (OR EQUIVALENT) AND SHALL COMPLY WITH ASTM A82. HORIZONTAL REINFORCEMENT SHALL BE 9 GAUGE WIRE MINIMUM PLACED AT 16" o.c. MINIMUM LAP LENGTH AT SPLICE SHALL BE 6". 10. VERTICAL REINFORCEMENT BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM WITH Y4" MINIMUM CLEARANCE TO THE MASONRY WALLS AND ONE BAR DIAMETER BETWEEN BARS. VERTICAL REINFORCEMENT SHALL EXTEND FROM FOUNDATION TO CONCRETE BEAM OR TIE -BEAM. 11. PROVIDE MASONRY CONTROL JOINTS AT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS WITH MAXIMUM SPACING OF 25'-0". 12. MASONRY CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH ALL APPLICABLE CODE PROVISIONS. 13. CONCRETE MASONRY UNITS SUBMITTALS: a. TYPE OF CONCRETE MASONRY UNITS AND COMPRESSION STRENGTH TEST RESULTS. b. MASONRY GROUT MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO GROUT PLACEMENT. SUBMITTALS SHALL BEAR MIX NUMBER, EXACT LOCATION WHERE MIX WILL BE PLACED IN THE STRUCTURE, AND BACKUP DATA FROM RECENT FIELD AND LAB CYLINDER TESTS. c. DETAILED SHOP DRAWINGS OF REINFORCING BARS INCLUDING NUMBER, SIZE, LOCATION, BAR LISTS AND BEND DIAGRAMS. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. STEEL CONSTRUCTION MANUAL, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC). b. ALLOWABLE STRESS DESIGN (ASD), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC). c. AMERICAN WELDING SOCIETY (AWS). 2. STRUCTURAL STEEL USED SHALL BE ACCORDING TO "THE SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AS PUBLISHED BY (AISC) AND CONFORMING TO THE FOLLOWING: a. STRUCTURAL WIDE FLANGE (W) SHAPES SHALL CONFORM TO ASTM ASS2 WITH MINIMUM YIELD STRENGTH (N) - 50 KSI. b. STRUCTURAL TUBING, RECTANGULAR AND SQUARE IHSS), SHALL CONFORM TO ASTM A500 - GRADE B WITH MINIMUM YIELD STRENGTH (Fy) - 46 KSI. c. STRUCTURAL PIPE, ROUND (HSS), SHALL CONFORM TO ASTM A53 - GRADE B WITH MINIMUM YIELD STRENGTH (N) - 42 KSI. d. ANCHOR BOLTS SHALL CONFORM TO ASTM FI554 WITH MINIMUM YIELD STRENGTH (Fy) - 36 KSI. o. STRUCTURAL STEEL SHAPES, PLATES, CHANNELS, AND ANGLES SHALL CONFORM TO ASTM A36 WITH MINIMUM YIELD STRENGTH (N) - 36 KSI, 3, UNLESS NOTED OTHERWISE, OPENINGS SHALL NOT BE ALLOWED IN STEEL MEMBERS. 4. SPLICES IN STRUCTURAL STEEL MEMBERS SHALL NOT BE ALLOWED UNLESS SHOWN ON APPROVED SHOP DRAWINGS. 5. CONTRACTOR SHALL ERECT ALL BEAMS WITH THE NATURAL CAMBER UPWARD. 6. BOLTED CONNECTIONS SHALL BE DESIGNED AND FABRICATED TO CARRY 55% OF THE TOTAL LOAD CAPACITY OBTAINED FROM PART 2 OF THE (ASD/RISC) "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED". 1. BOLTED CONNECTIONS SHALL INCLUDE A MINIMUM OF 2 BOLTS. BOLTS USED SHALL BE 3/4" DIAMETER MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A4SO BOLTS". S. WELDS NOT SPECIFIED SHALL BE FILLET WELD WITH THICKNESS EQUAL TO 4" LESS THE LEAST THICK MEMBER. ALL WELDS SHALL BE CLEANED AND PAINTED. 10, STRUCTURAL STEEL MEMBERS SHALL RECEIVE AT LEAST ONE COAT OF SHOP PRIMER PAINT AS PER THE STEEL STRUCTURES PAINTING COUNCIL (SSPC). REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PREFERRED COLOR. 11. NON -SHRINK GROUT SHALL CONFORM TO ASTM C1101 WITH MIN. COMPRESSIVE STRENGTH OF 6000 PSI, NON -CORROSIVE AND NON-FERROUS. 12. THE FOLLOWING TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY AND COPY OF RESULTS SENT TO OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR: a. INSPECT ALL STRUCTURAL STEEL MEMBERS. b. INSPECT VISUALLY ALL BOLTED CONNECTIONS. c. TEST AT LEAST 2596 OF BOLTED CONNECTIONS. d. TEST AT LEAST 50% OF FULL PENETRATION WELDS. a. TEST 100% OF STRUCTURAL STEEL TRUSS CONNECTIONS. 13. STRUCTURAL STEEL SUBMITTALS: a. DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, MEMBERS SIZES, STEEL GRADE, BOLTED AND WELDED CONNECTIONS, ETC NECESSARY TO FABRICATE AND ERECT STRUCTURAL STEEL FRAMING. b. DETAILED SHOP DRAWINGS FOR ALL CONNECTIONS NOT SHOWN ON THE CONTRACT DOCUMENTS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. c. DETAILED SHOP DRAWINGS FOR STEEL STAIRS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. STEEL BAR JOISTS AND JOIST GIRDERS 1. STEEL BAR JOISTS AND JOIST GIRDERS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. STEEL JOIST INSTITUTE (SJD. b. STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. c. STANDARD SPECIFICATIONS FOR LONGSPAN STEEL JOISTS AND DEEP LONGSPAN STEEL JOISTS. d. STANDARD SPECIFICATIONS FOR JOIST GIRDERS. e. CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS. 2. STEEL BAR JOISTS AND JOIST GIRDERS MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE (SJD. 3. K-SERIES STEEL BAR JOISTS SHALL BEAR 4" MINIMUM ON MASONRY AND 2)1" MINIMUM ON STEEL U.N.O. 4. ROOF STEEL BAR JOISTS AND BRIDGING SHALL BE DESIGNED FOR THE NET ROOF UPLIFT FORCES. MANUFACTURER MAY REDUCE UPLIFT LOADS BY 8 PSF OF COMPONENTS AND CLADDING VALUES INDICATED ON THE DRAWINGS FOR UPLIFT DESIGN. DESIGN SHALL BE CARRIED BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA HIRED BY THE STEEL BAR JOISTS AND JOIST GIRDERS MANUFACTURER TO GENERATE SIGNED AND SEALED DOCUMENTS FOR THE DESIGN AND DETAILING. 5. STEEL BAR JOISTS BRIDGING SHALL BE PROPERLY INSTALLED PRIOR TO CONSTRUCTION LOADS APPLICATION. 6. BOTTOM CHORD CEILING EXTENSIONS SHALL BE PROVIDED WHERE INDICATED ON ARCHITECTURAL DRAWINGS. -1. STEEL BAR JOISTS, JOIST GIRDERS AND ALL RELATED ACCESSORIES SHALL RECEIVE ONE SHOP COAT OF PAINT. COLOR SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS. 8. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND WEIGHT OF ALL EQUIPMENT OR UNIQUE LOADS PRIOR TO JOISTS OR GIRDERS FABRICATION. S. STEEL BAR JOISTS AND JOIST GIRDERS SUBMITTALS: a. DETAILED SHOP DRAWINGS INCLUDING LAYOUT OF STEEL BAR JOISTS, JOIST GIRDERS, BRIDGING, CONNECTIONS AND ACCESSORIES. b. SIGNED AND SEALED CALCULATIONS FOR SPECIAL JOISTS (SP-JST) CARRIED OUT BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA SHALL BE SUBMITTED FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN CRITERIA SPECIFIED BY THE ENGINEER OF RECORD. STEEL ROOF DECK 1. STEEL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. STEEL DECK INSTITUTE (SDI). b. AMERICAN WELDING SOCIETY (AWS). 2. STEEL ROOF DECK SIZE AND PROFILE SHALL BE AS INDICATED ON THE DRAWINGS AND AS MANUFACTURED BY VULCRAFT (OR EQUIVALENT). 3. STEEL ROOF DECK SHALL BE GALVANIZED AND INSTALLED IN (3) SPANS SEGMENTS MINIMUM. 4. MINIMUM DESIGN YIELD STRENGTH OF STEEL ROOF DECK SHALL BE Fy - 33 KSI. 5. ALL WELD SHALL BE CLEANED, PAINTED AND PERFORMED BY CERTIFIED WELDERS. 6. STEEL ROOF DECK SUBMITTALS: a. DETAILED SHOP DRAWINGS INCLUDING LAYOUT, TYPE, FASTENING PATTERN AND ALL ACCESSORIES OF STEEL ROOF DECK POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. QUALIFICATION OF POST -INSTALLED MECHANICAL ANCHORS IN CONCRETE 4 COMMENTARY (ACI 355.2). b. INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES). 2. THE SPECIFIED PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE FOR INDICATING TRAINING HAS TAKEN PLACE. SPECIAL INSPECTIONS ARE REQUIRED PER THE IBC AND ICC-ES REPORTS. 3. FOR ANCHORING INTO CONCRETE a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.2 AND ICC-ES AC193. PRE -APPROVED ANCHORS INCLUDE: MAX. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2113). 11. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3031). b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.4 AND ICC-ES AC308. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-2508). 4. FOR ANCHORING INTO SOLID -GROUTED CONCRETE MASONRY a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AG01 OR ICC-ES AC106. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-1056). 11. SIMPSON STRONG -TIE "WEDGE -ALL" (ICC-ES ESR-1396). b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "SET" (ICC-ES E5R-I-1'12). 5. FOR ANCHORING INTO HOLLOW CONCRETE MASONRY a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC106. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD". b. ADHESIVE ANCHORS WITH SCREEN TUBES SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58, THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE -APPROVED ANCHORS WITH SCREEN TUBES INCLUDE: I. SIMPSON STRONG -TIE "SET" (ICC-ES ESR-1112). CREATIVE STRUCTURES 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 81 3.535.3080 FAX 813.535.3090 www.creativestructuresllc.com RG # 28835 THESE DOCUMENTS, DES"S, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAM DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, M WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA ALL R*HTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH a. COPYPJCvWT AND PATENT LAMS. WAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. THE DR WWsS t DESQ4 ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENIS EEKS *01MLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1T14 EDITION 2020 FLORIDA BUILDING CODE. M ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MMMUM FIRE SAFETY STANDARDS ALL DMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 08AW2 MK PERMIT OSnO/22 MC REV. REV. REV. PROPFSS1Otel SEAL CAMI No, 691 0 Gp �p E '� is • F�ORIDP.•�GN�� S�ONAL ��•\• 111111111�\\ MoucNiR s. cHer�ouoq, rt � `also ae?%k *00 M 3r n +a* } 00 'MM'&,•' Aw V. u4lI r N �p rr�pi ono ,» N 0 0 W W ao F � � M I 00 N N t` Vy. ,yyH.'t�`in 6p1�b •tp r F• r 00 , t,a U M Q 00 cq cq W � aoz SHEET TITLE GENERAL NOTES SHEET NUMBER N ?A a END ZONE WIDTH (a)• 5.2 FT. CO PONENT5 4 CLADDING WIND PRE55URE5 ZONE TRIBUTARY AREA (SQ. FT) POSITIVE PRESSURE (F'SF) NEGATIVE PRESSURE (PSF) ZONE 1 ( ROOF) 10 1-1.3-1 -68.01 20 16.28 -63.53 50 16.00 - 5T59 100 16.00 -53.11 ZONE 2 (ROOF) 10 39.0-1 - 89.-12 20 3-134 -83.95 50 35.05 --l632 100 3332 --10.56 ZONE 3 (ROOF) 10 - 89.-12 20 3134 -83.95 50 35.05 -16.32 100 3332 -10.56 ZONE 2 (OVERHANG) 10 - - 99.21 20 - -91.52 50 - -8135 100 - - 13b6 ZONE 3 (OVERHANG) 10 - 20 - -11531 50 - -100 51 100 - - 8-1.05 ZONE 4 (WALLS) 10 39.01 -42.33 20 3134 -40.60 50 35.05 -3831 100 3332 -36.58 500 29.30 -32.56 ZONE 5 (WALLS) 10 39.01 - 52.10 20 3134 - 48.63 50 35.05 -44.06 100 3332 -40.60 500 29.30 - 32.56 WIND PRESSURES ARE ULTIMATE WIND PRESSURES. STEEL JOIST MANUFACTURER MAY DEDUCT 5 PSF OF THE ABOVE VALUES TO OBTAIN THE NET ROOF UPLIFT. (+) IMPLIES TOWARD PLANE, (-) IMPLIES AWAY FROM PLANE. 1 Inn a, CREATIVE STRUCTURES O O ONE 4 I I ]\TF-- I 9F olll"\\ \Af1A_liil\�-" END ZONE WIDTH (a)■ 52 FT. 'M NOTE: THE SHOWN 5C;HEMATIC5 ARE ONLY REPRESENTATIVE OF THE STRUCTURE. SEE PLANS FOR LAYOUT AND DIMENSIONS. 3818 W STATE ST., SUITE #1 O1 TAMPA, FL 33609 TEL 81 3.535.3080 FAX 81 3-535.3090 www.creativestructuresllc.com RG # 28835 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA, ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE RILL EXTENT OF THE LAW. THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S IOJOULEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MNIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 08/M/22 MK PERMIT 09/20/22 MG REV. REV. REV. w O �oY 0 N 0 N (V F� F-�-1 N I � o� Q O Q U�� cr o H � N U PROFESSIONAL SEAL SAM , c y �C,�• ' ��cErvsF' • ti0 G� Q 4 �Q; No, 6918 p Y �(� T OF �W ONAL'\C� MOUGNIR S. CHENOUDA, PE • 6•JIBm kn O S � m M 00 O U N � Q Ul w w aC) 0 C4n M oc N M N t` Q z W o Q O M 00 1 �a; �wr U w � z a w SHEET TITLE GENERAL NOTES I IL_ -_ -- __I—___ ---- _I II BOL SEE ;ll FOUNDATION FL y4N NOTES REFER TO SHEET 523 FOR NOTES AND SCHEDULES ac,l_mll FOUNDATION FLAN SCALE: 3/f6" = V-0" CREATIVE STRUCTURES 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 81 3.535.3080 FAX 81 3.535.3090 www.creativestructuresllc.com RG # 28835 THESE DOCIVENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DEW INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U. COFY WjW AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWWsS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S WA.EDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDMG CODES AND MINMUM FIRE SAFETY STANDARDS ISSUE DATE BY: REVIEW V8ASn2 MK PERMIT OWC/22 MC REV. REV. REV. F ROFES61�7Aldl sFAI No. 691 7 Z Q T OF 'ice ORIOP. rrri�itll� MOUCHIR S. CHENOIJDA, RE • &SIM 00 Nrl W z A N U 00 a � O 00 N M N t` 3 MGp e y4 r x w � a SHEET TITLE POUNDATION PLAN ="I ►.ICI=, ALL DMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEI'lENT OF CONSTRUCTION. I 1 111 11 1 II 1 1! 1 I I I III 1 11 1 II.. . 11 1 I. _ I _ _ l I I I I 1 II 1 1 14'-8'I JST. BRG. 9 ic 16' - 011 JST. BEG. ARCH. FEATU ROOF FRAMING PLAN NOTES DEFER TO SHEET 523 FOR NOTES AND SCHEDULE qe'l1-ai11 ROOF //^FI �',�M I NCB PLAN SCALE: -%," 11_0 II 14'-8° JST. BRG. 16' - 0" JST. BRCS. CREATIVE STRUCTURES 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 81 3.535.3080 FAX 81 3.535.3090 www.creativestructuresllc.com RG # 28835 THESE 0001IIIENTS, DES04, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE TW SOLE PROPERTY OF FRAZE DESKaN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OT1 ER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA ALL RK4HTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE UN U. COPY .*IT AND PATENT LAWS. LNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAIC • THE DRA WOGS t DESW ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S I0,1OW-EDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDNG CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINMUM FIRE SAFETY STANDARDS ALL DMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO T1 E ARCHITECT PRIOR TO COhMENCEh1ENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 06AS 22 MK PERMIT 09/Z0/22 MC REV. REV. REV. PROPESSI ��rrri►irrr o iN- No, 69 8 . 7 I ~//�"�jl, 1Y iQ T OF At a+oucNiR e. cHcrlar!IIa ft • &SIM 00 OAN U 00 � � A N W ao � M I 00 N m r N fi k yH_'�J�C r,1 W > 00 ' N m b W � 0 r x w r+ a SWEET TITLE ROOF PRAT" SING PLAN SWEET NUMBER 0 I I I I I 1 N I 1 II_ 1 11 1 1'.1_1 1 1 11 11 1 _ 1 FOUNDATION PLAN NOTES 1. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS. ALL MASONRY DIMENSIONS SHOWN ARE NOMINAL. CONTRACTOR TO VERIFY NORTH DIRECTION AND BUILDING ORIENTATION w/ SITE AND ARCH. DWGS. PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE BUILDING PRIOR TO FABRICATION AND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. 3. CONTRACTOR SHALL INFORM ENGINEER OF RECORD OF ANY DISCREPANCIES IN THE FIELD FROM THE ASSUMPTIONS STATED ON THESE DRAWINGS. 4. CENTER ALL FOOTINGS BELOW COLUMNS, WALLS AND PANELS UNO. REFER TO FOOTING SCHEDULE ON SHEET 823 FOR SIZE AND REINFORCEMENT. EXTEND WALL FOOTINGS FOR BUMP -OUTS 0'-8" MIN. BEYOND SUPPORTING CMU KNEE WALL. 5. HATCHED SLAB ON GRADE TO BE 4" THICK CONCRETE SLAB w/ 6 x 6 - WIA x WIA W.WF PLACED AT P MAX. FROM TOP OF SLAB AND SUPPORTED WITH CHAIRS AT SPACING NOT TO EXCEED 3'-0" ON 10 MIL. VAPOR BARRIER OVER TERMITE TREATED (AS PER FBC) AND WELL COMPACTED SOIL U.N.O. 6. SLAB ON GRADE TO BE 6" THICK CONCRETE SLAB w/ fo x 6 - W2.9 x W2.9 W.WF PLACED AT P MAX. FROM TOP OF SLAB AND SUPPORTED WITH CHAIRS AT SPACING NOT TO EXCEED 3'-0" ON 10 MIL. VAPOR BARRIER OVER TERMITE TREATED (AS PER FBC) AND WELL COMPACTED SOIL U.N.O. 1. TOP OF SLAB ELEVATION - t 0'-0" U.N.O. 8. TOP OF CMU COLUMN AND CMU WALL FOOTING ELEVATION - -1'-4" U.N.O. ELEVATION TO BE VERIFIED w/ GEOTECHNICAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 9. STEP FOOTINGS WITH GRADE AS REQUIRED TO MAINTAIN MIN. SOIL COVERAGE OVER ALL EXTERIOR FOOTINGS. REFER TO CIVIL DWGS. FOR FINISH GRADE. CONTRACTOR TO FIELD VERIFY FOOTINGS ELEVATIONS. REFER TO 1/53.1 FOR STEPPED FOOTING DETAIL. 10. REFER TO CMU WALL LEGEND SCHEDULE ON SHEET 523 FOR WALL THICKNESS AND REINFORCEMENT. ALL CMU WALLS BELOW GRADE SHALL BE GROUTED SOLID PRIOR TO BACKFILLING AND COMPACTION. 11. PROVIDE FOUNDATION CORNER BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS AND CMU CONTROL JOINTS. REFER TO DETAILS 9/53.1 AND 12/83.1 FOR MORE INFORMATION. 12. PROVIDE (2) 04 x 4'-0" AT MID DEPTH OF SLAB ON GRADE AT DOOR AND STOREFRONT RENTRY CORNERS (TYP.). REFER TO DETAIL 8/53.1 FOR MORE INFORMATION. 13. REFER t0 ARCH. DUGS. FOR SIZE AND LOCATION OF MASONRY WALL OPENINGS (M.O.). REFER TO DETAIL S/53.1 FOR ADD'L REINFORCEMENT INFORMATION AT OPENINGS. 14. REFER TO ARCH. DWGS. FOR LOCATIONS OF CMU CONTROL JOINTS. CMU CONTROL JOINTS SHALL BE LOCATED AT 25'-0" o.c. (MAX.) AND 4'-0" o.c. (MIN.) FROM OPENING EDGE. REFER TO DETAILS 13/63.1 AND 10/53.1 FOR MORE INFORMATION. 15. COORDINATE FLOOR FINISHES, WATERPROOFING REQUIREMENTS, ETC w/ ARCH. DWGS. 16. REFER TO ARCH. / PLUMBING DWGS. FOR FIXTURES AND DRAINS LOCATIONS AND INFORMATION. 11. REFER TO ARCH. / CIVIL DWGS. FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. 18. REFER TO DETAIL 1/533 FOR PIPE/CONDUIT PENETRATIONS AND LOUVER OPENING$. COORDINATE EXACT LOCATIONS w/ ARCH., MEP., AND INVOLVED TRADES. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCEMENT REMARKS F-1 2'-0" x CONT. 11-011 (3) 45 CONT. BOTTOM BAR WALL FOOTING w/ (1) I'5 a 16" o.c. TRANS. BAR F-2 2'-8" x CONT. 11-011 (4) 05 CONT. BOTTOM BAR WALL FOOTING w/ (1) wo * 16 o.c. TRANS. BAR F-3 41-011 x 5'-01' II_ V (5) ° LONG TOP t SOT. BARS CMU COLUMN (6) "6 SHORT TOP t SOT. BARS FOOTING CMU / CONCRETE COLUMN SCHEDULE MARK LAYOUT VERT. REINF. TIES REMARKS MG-1 (4) 06 °2 0 1611 o.c MASONRY COL. AT 2'-8" _. �-, BAY OPENINGS NOTE:. COLUMN VERTICAL REINFORCEMENT SHALL BE PROPERLY DOWELED TO FULL DEVELOPMENT LENGTH IN FOOTINGS AND AT EACH SUPPORTED BEAM. CMU WALL LEGEND SCHEDULE LEGEND VERTICAL REINFORCEMENT REMARKS 77�T 6" CMU WALL w/ 05 VERTICAL 0 32" o c. MAX. SEE PLAN, NOTES AND DETAILS FOR LOCATION 8CMU WALL. MATCH REINF. w/ ADJACENT WALL CMU WALL BELOW" 4 ABOVE OPENING OTEB: 1. CMU WALL CONSTRUCTION SHALL BE RUNNING -BOND CONSTRUCTION AND VERTICALLY REINFORCED ACCORDING TO THE SCHEDULE. 2. REINFORCEMENT BARS $HALL BE PLACED IN GROUT -FILLED CELLS. SPACING OF VERTICAL REINFORCEMENT BARS SHALL NOT EXCEED 4'-0" oc. 3. HORIZONTAL CMU WALL REINFORCEMENT SHALL BE 9 GA. SPACED AT 1611 oz. 4. VERTICAL REINFORCEMENT BELOW AND ABOVE OPENINGS SHALL MATCH ADJACENT WALLS VERTICAL REINFORCEMENT. 5. CMU WALL REINFORCEMENT $HALL BE DOWELED INTO FOOTING AND TIE BEAMS / L INTELS. 6. ALL CMU WALL BELOW GRADE SHALL BE FULLY GROUTED. CMU WALL ELEVATION SCHEDULE LEGEND CMU WALL ELEVATION REMARKS 7�TT TOP OF MASONRY WALL - 18'-8" AT LOW PARAPET TOP OF MASONRY WALL - 20'-011 AT HIGH PARAPET CONCRETE BEAM / TIE -BEAM SCHEDULE RE WTFORCEMENT MARK WIDTH DEPTH STIRRUPS TYPE REMARK8 TOP MID BOTTOM T5-1 811 1611 (2) 05 - (2) 05 _ A (2) K.O. BLOCK GROUT FULLY TOP TYPE "A" MID TYPE NIB« BOT. iv ROOF FRAMING PLAN NOTES 1. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS. AND FOUNDATION PLAN. CONTRACTOR TO VERIFY NORTH DIRECTION AND BUILDING ORIENTATION w/ SITE AND ARCH. DWGS. PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE BUILDING BEFORE FABRICATION AND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. 3. CONTRACTOR 544ALL INFORM ENGINEER OF RECORD OF ANY DISCREPANCIES IN THE FIELD FROM THE ASSUMPTIONS STATED ON THESE DRAWINGS. 4. COORDINATE ROOF SLOPES, PROFILES, FINISHES, DRAINAGE AND WATERPROOFING w/ ARCH. DWG$. 5. REFER TO ROOF FRAMING PLAN FOR JOIST BEARING ELEVATIONS (VERIFY w/ ARCH. DWGS.). 6. (CB-X) AND (TB-X) DENOTE CONCRETE BEAM AND TIE -BEAM TYPE RESPECTIVELY. REFER TO CONCRETE BEAM / TIE -BEAM SCHEDULE ON SHEET S23 FOR SIZE AND REINFORCEMENT. REFER TO DETAIL 6/S33 FOR MORE INFORMATION. BEAMS SHALL BE EXTENDED TO BEAR ON THEIR FULL ENTIRE SUPPORT WHETHER CONCRETE COLUMN OR CMU FILLED CELLS / PILASTER COLUMN. REINFORCEMENT SHALL BE CONTINUOUS THRU CONTROL JOINTS. 1. REFER TO DETAIL 4/53.2 FOR TIE -BEAM STEP. CONTRACTOR SHALL FIELD VERIFY ALL STEPPING DIMENSIONS PRIOR TO CONSTRUCTION TO ENSURE PROPER DECK ANGLE ATTACHMENT TO TIE -BEAM. REFER TO DETAIL 6/S3.2 FOR DECK ANGLE SPLICE. 8. (L-X) DENOTES LINTEL TYPE. REFER TO DETAIL 1/53.2 FOR LINTEL SCHEDULE SHOWING SIZE AND REINFORCEMENT. PROVIDE (1) K.O. COURSE w/ (1) 05 FOR 811 CMU WALL BELOW OPENINGS. S. IN CASE OF (TB-X) AND (L-X) REINFORCEMENT OVERLAP, HIGHER REINFORCEMENT IN BOTH SHALL PREVAIL IN EACH K.O. COURSE. 10. CMU WALL HATCH DENOTES WALL HEIGHT. REFER TO CMU WALL ELEVATION SCHEDULE ON SHEET 523 FOR WALL LEGEND ELEVATIONS. 11. PROVIDE BEAM CORNER BARS AT ALL CORNERS AND INTERSECTIONS. REFER TO DETAIL 12/63.1 FOR MORE INFORMATION. 12. METAL ROOF DECK FOR FLAT ROOF TO BE 116" DEEP, 22 GA., G90 GALVANIZED AND TYPE 115". DECK SHALL BE INSTALLED IN 3 SPANS (MIN.). FASTEN DECK w/ (5) %" m PUDDLE WELDS PER 3611 AT EACH SUPPORT AND (5) 0 10 TEK SCREWS EQUALLY SPACED BETWEEN SUPPORTS AT SIDELAP. WELD METAL ROOF DECK TO CONTINUOUS ANGLE w/ v PUDDLE WELDS SPACED AT 6" o.c. (MAX.). REFER TO DETAIL 5/532 FOR MORE INFORMATION. 13. COORDINATE ROOF OPENING EXACT SIZES AND LOCATIONS WITH ARCH. AND MECH. DUGS. REFER TO 3/533 AND 4/533 FOR FRAMING DETAILS AROUND OPENINGS. 14. PROVIDE SPECIAL JOISTS "SP-JST" AT EACH RTU LOCATION. REFER TO DETAIL 2/833 FOR MORE INFORMATION. 15. COORDINATE SIZE, WEIGHT AND LOCATION OF ROOF TOP UNITS (RTUe) AND MECHANICAL EQUIPMENT w/ MECH. AND ARCH. DWGS. REFER TO DETAILS 3/633 AND 4/533. REFER TO DETAIL 5/533 FOR RTU/CURB/STEEL FRAME ATTACHMENTS. 16. COORDINATE w/ ARCHITECTURAL AND MECHANICAL ROOF FRAMING PLANS FOR ADDITIONAL DEAD LOADS ON TOP OR BOTTOM CHORDS OF STEEL JOISTS DUE TO MECHANICAL EQUIPMENTS, WHERE APPLICABLE. 11. UNLESS NOTED OTHERWISE ON THE PLANS OR NOTES, ALL NAILING, AT A MINIMUM, SHALL BE IN ACCORDANCE TO THE APPLICABLE BUILDING CODE. 18. REFER TO NET WIND UPLIFT PLAN ON SHEET 612. CREATIVE STRUCTURES 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 81 3.535.3080 FAX 81 3.535.3090 www.creativestructureslic.com RG # 28835 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE TEE SOLE PROPERTY OF FRAM DESKyN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR all -ER PROJECTS, IN WHOLE OR PART UTHWT TEE INTTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY TEE ARCHITECT N ACCORDANCE WITH U.S. COPYRKaHT AND PATENT LAWS. WAWTHORIZED REPRODUCTION NULL BE PROSECUTED TO TEE FULL EXTENT OF TEE LAW. TEE DRAIUNGS 4 DES&4 ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO TEE BEST OF THE ARCHITECT OR ENGINEER'S IWOIWEDGE AND BELIEF, T1 ESE PLANS AND SPECIFICATIONS COMPLY WITH TEE 1TH EDITION 2020 FLORIDA BUILDING CODE. N ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MNMUM FIRE SAFETY STANDARDS ALL DMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY TEE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO TEE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION ISSUE DATE BY: REVIEW COAS/22 MK PERMIT 09n0/22 MC REV. REV. REV. Fllft�FESSIONAL_AEAL 0`� JIIIII!///// � SAMI ENa . F44 1 1 G .� • No, 8918 -0 \nl"" cc= �p ' A of fur: ' 4OR10 '. G`I �''�� ONAL. 0 MOW.Wil! e. C+B* UDA, PE III SISIM 00 >n �7 r Pp �ti 00 U �00 � M I 00 N M N , 5 E~ o0 q n b N r 4 N uu z w °0 a � SHEET TITLE PLANS NOTES AND 60HISDULIES e44EEt NtIwtBEQ 11 II ----- ' VI f ! I I i I II FILL JOINT WITH LIQUID SEALER W.WF, SAW CUT JOINT WITHIN 12 HRS. (SEE PLAN) _ MAX. OF CONCRETE PLACEMENT Q 0 0- Ilk ° ° a CUT ALTERNATE WIRES WELL COMPACTED SOIL ALONG SAWCUT LINE Q 1 1/2" W.WF. KEYWAY TO BE USED BY Id (SEE PLAN) N w CONTRACTOR BETWEEN POURS '14 —x—x— x—x�x—x—' —x—x—x a Ikk WELL COMPACTED SOIL �i _1 w W W.WF. (SEE PLAN) WELL COMPACTED SOIL 4, OF INTERIOR WALL SEE ARCH. DUGS. FOR EXACT LOCATION 04 x CONT. / BOT. REBAR �I A w w 8" CMU WALL (SEE PLAN FOR REINFORCEMENT) 04 tv 16" oc. L-DOWELS (T-O" MIN. HORIZ.) SLAB ON GRADE (SEE PLAN) SLAB .;—;—;—;_m„—; a WELL — COMPACTED SOIL GROUT ALL CELLS — SOLID BELOW GRADE U CA d d U N Q- EXTERIOR CONCRETE I LainJ WALK (SEE ARCH. 4 CIVIL DWGS. FOR ° STEP, SLOPE 4 REINFJ ° �S�� SEE PLAN TOP OF ° d d ° FTG, 8" CMU WALL (SEE PLAN FOR REINFORCEMENT) 04 0 16" o.c. L-DOWELS (T-O" MIN. HORIZ.) SLAB ON GRADE (SEE PLAN) jh SEE PLAN VV TOP OF SLAB ° x— WELL COMPACTED SOIL 3" CLR SEE FTG. SCHEDULE U FOR SIZE AND REINF. rn d ARCH. FEATURE (SEE ARCH. DWCsS.) d EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE 4 REINF.) SEE PLAN gL TOP OF 3" CLR SEE FTG. SCHEDULE FOR SIZE AND REINF. ODETAIL ODETAIL ODET�4 I 0TA I ODETAIL :SCALE: I" 1'-0" SCALE: 1" 1'-0" SCALE: 1" ■ I'-0" SCALE: V 1'-0" SCALE: 9i';" = i'-m" (1) •5 VERT. IN FULLY GROUTED CELL HORIZ. LADDER JOINT (1) 05 ADD'L FOR REINF. 0 16" oz. OPENINGS LARGER EDGE OF OPENING THAN t0 • DOOR / STOREFRONT ry (SEE ARCH. DWGS.) PROVIDE ACI STD. — — — — — — — — (1) •5 CONT. FTG. REINFORCEMENT HOOK INTO SLAB FOR ADD'L REINF. AT OPENING l PLAN (SEE FTG. SCHEDULE) ALL REBAR AT 04 16" oz. L-DOWELS TOP OF EXTERIOR SIDE, (TYP.) CMU WALL '� � EXPANSION EXTERIOR HORIZ. LADDER JOINT RAKE JOINT WITH SEALANT PRE -MOLDED NEOPRENE (T-O" MIN. HORIZ.) JOINT MATERIAL FTG. (1) 05 VERT. REINF. 0 16" oz. AND BACKER ROD RUBBER GASKET SLAB ON GRADE d IN FULLY GROUTED NOT CONT. At JOINT (SEE PLAN) x EXTERIOR CONCRETE ° ° _ _ CELL EACH SIDE M.G.). WALK (SEE ARCH. 4 a SEE ARCH. DWGSJ SEE PLAN CIVIL Dill FOR ° 0 SEE PLA 0 a — — — — — — STEP, SLOPE 4 RE INF.) ° ° d N TOP OF TOP OF FTG. SLAB ao _ �`i��j//���� Q INTERIOR e x4—■—x# -Tx—x x—x ° ° a e e WELL 1 ° d ° ° d ADD'L REINF. AT MASONRY CONTROL JOINT \� , e ° 3= a ° � COMPACTED d FILL (3) 05 VERT. HORIZ. LADDER JOINT WELL MATCH CONT. "I •��\//�/��\/� (2) 04 x IN FULLY GROUTED REINF. 0 16" oc. COMPACTED SEE PLAN REINFORCEMENT p \! DIAGONAALL REINF. CELL AT CORNER I'-0" U (TYP.) SOIL ° ° TOP OF MIN. ;q JOINT CONTINUOUS FROM TOP / M.C.J. GROUT ALL CELLS d ° � FTG. TO BOT. / ROOF TIE BEAM. (SEE ARCH. DWGS.) SOLID BELOW ° ° ADVL REIW. At MID DEPTH OF INTERMEDIATE JOINT E BEAMS. GRADE SLAD ON GRADE AT DOOR AND STOI�ONT RENTRI' CORNERS ADD L RE Ili. �! STEP FOOTING t0 MAINTAIN 1'-0" , I 3" GLR MIN. COVERAGE. REFER TO CIVIL AT CORNER U SEE FTG. SCHEDULE DRAWINGS FOR FINISH GRADE. �n FOR SIZE AND REINF. DETAIL SCALE: -%" ■ 1'-0" L3x3xY4"xCONT. w/3/8" DIA. x 6" HEADED STUDS 0 1'-0" o4. TYP. AROUND PERIMETER OF PIT w U � W.WF. (BEND DOWN NINTO RECESSED SLAB) e ° IL 44 -1 4 J (L x—x—x—x x x— WELL COMPACTED (2) •5 8 SOIL (DE)ETAIL SCALE: -V4" ■ 1'-0" DETAIL SCALE: V ■ P-0" LAP SPLICE (SEE SCHEDULE) i it oz -01 Q � tt Q d ° a d d � Q 1CORNER1 MATCH SIZE, QUANTITY AND PLACEMENT OF BARS AT CORNERS AND INTERSECTIONS _ WITH DISCONTINUED AND INTERMEDIATE BARS IN BEAMS, WALLS AND FOOTINGS. w U � dw ° d e ° d ° BAR 0 OR 2'-6" MIN. U.N.O. 12DETAIL SCALE: N.T.S. 8 T,41 SCALE: V = 1'-0" MINIMUM L410 SPLICE BAR SIZE F'c SPLICE LENGTH % AND SMALLER 3000 PSI 51 BAR DIA. % AND SMALLER 4000 PSI 50 BAR DIA. wl AND LARGER 3000 PSI '12 BAR DIA. 01 AND LARGER 4000 PSI 62 BAR DIA. Imo$-. 1. MINIMUM LAP SPLICE SHALL BE 16". 2. FACTOR BY 13 LENGTH IN SCHEDULE IF HORIZ. REINF. IS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 3. FACTOR BY IB LENGTH IN SCHEDULE IF USING EPDXY - COATED BARS. 4. FACTOR BY 13 LENGTH IN SCHEDULE IF USING LIGHTWEIGHT CONCRETE. 5. FACTOR BY 11 LENGTH IN SCHEDULE IF USING MORE THAN ONE MODIFICATION FACTOR 6. USE THIS SCHEDULE U.N.O. FOR ANY OTHER CASE, PLEASE REFER TO THE ENGINEER OF RECORD. 8° 9DETAIL SCALE: Y4" = 1'-0" DETAIL I!� SCALE: 2" = I'-0" d d CREATIVE STRUCTURES Jill 1111111 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 813.535.3080 FAX 813.535.3090 www.creativestructuresllc.com RG # 28835 TI•ESE DO0J 1ENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAM DES1J INC. AND SNAIL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH UB. COPYRIGHT AND PATENT LAUDS. WAUTHORIXED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DR41111i 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S IQd JXDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DMNSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR; ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COhMENCEMENT OF CONSTRUCTION ISSUE DATE BY: REVIEW O&AcJ 22 MK PERMIT 09/20/22 MC REV. REV. REV. O N N p� M^^� FBI W N � A W � 42 o ram+ �� '' ►—� U � M Q U Fr-1 .O O M� w 01 PROFESSIONAL SEAL sAM r .G' .• CJ . No. 69180 ��s'• OR10P.•' G��� /, / r i m MoucHl!! S. r.HENOUDA, PE • &%Teo SHEET TITLE DWTA I LS SWEET NUMBER • i i i I I I I 1 II 1 11 ' 1_!___!.11 1' 1 r 1 4 NOTE;: SHIM OR INCREASE THICKNESS OF JOIST BEARING IE, AS NEEDED, TO ATTAIN SPECIFIED JOIST BEARING ELEVATION. G.C. TO COOR'D. feV,x6"x0'-S" w/ (2) 3/a" 0 x 6" HEADED STUDS L4x4xYa"xCONT. � w/ 3/a" 0 SIMPSON TITEN HD w/ &,�" MIN. EMBED. * V-0" oz. MAX. WELD ANGLE TO EACH JOIST METAL ROOF DECK (SEE PLAN) jh SEE PLAN TOP OF JOIST STEEL JOIST —� (SEE PLAN) &A OF SUPPORT (JOIST / BEAM / WALL) *x METAL ROOF DECK (3) SPAN MIN. (SEE PLAN) to - WELDS AT + PERIMETER SUPPORT 6 " + o.c. MAX. + Ih . +II II . III I+1 I II r+h I rl I+rl I II I +II 1U* III all CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) STANDARD STANDARD eV ACI NOOK SO* ACI HOOK TIE -BEAM OR (1) K.O. BLOCK COURSE w/ (1) SEE PLAN OIL SEE PLAN 45 CONT. (SEE PLAN) SEE PLAN ° TOP OF TOP OF ° TOP OF CMU WALL CMU WALL CMU WALL L 4 x 4 x 411 x CONT. TIE -BEAM OR (1) K.O. L 4 x 4 x Ya" x CONT. 4 x 4 xN TIE -BEAM OR (1) K.O.S A a 2'- "TITEN X. SPACED g 2'-0" oz. MAX. BLOCK COURSE w/ (1) 05 w/ 3/a" � TITEN HD BLOCK COURSE w/ (1) w/ 6XY" MIN. EMBED. d ME CONT. (SEE PLAN) SPACED �+ 2'-0" o c. MAX. 05 CONT. (SEE PLAN) Q w/ 6,�" MIN. EMBED. METAL ROOF DECK - (SEE PLAN) l ° TYP. METAL ROOF DECK ° BRACING L e AS (2) K.O. BLOCK 1 a 2„ (SEE PLAN) Q PER JOIST MANUF. COURSE TIE -BEAM (SEE PLAN FOR o SEE PLAN — — — — — — — — — — — — ° SEE PLAN _ ___ --- ° REINF.) TOP OF DECK SEE PLAN JOIST BEARING JOIST ° a BEARINGWIN SEE PLAN SEE PLAN OL BOT. OF BOT. OF K.O. BEAM BEAM SEE PLAN OIL BOT. OF (2) K.O. BLOCK K.O. BEAM COURSE TIE -BEAM STEEL JOIST ° (SEE PLAN FOR STEEL JOIST GROUT CELL (2) K.O. BLOCK (SEE PLAN) a REINF.) (SEE PLAN) SOLID (TYP.) COURSE TIE -BEAM (SEE PLAN FOR 8" CMU WALL (SEE L3x3xYa"w/(2)g/8"m REINF.) PLAN FOR VERT. SIMPSON TITEN HD w/ 5}1" AND HORIZ. REINF.) MIN. EMBED. IN GROUT FILLED CMU CELLS CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINF.) MMMWAIMM NMI VA M IWFAI 8" MAX. TIE -BEAM STEP (TYP.) LOCATE TIE -BEAM STEPS w/ SLOPED ROOF OR STEPPED CMU WALL AS NEEDED. (DE)ETAIL O DETAIL 3 DETAILDETAIL SCALE: %" - 1'-0" SCALE: 3/a" - 1'-0" O SCALE: %" ■ 1'-0" O SCALE: %" - 1'-0" It DEC'< Ull pTq (SEE PLAN) MAX. GAP ,�" SPLICE fE! 0'-8"x3"x3/B" EA. SIDE OF THE DECK ANGLE GLE (SEE PLAN) L INTEL SCHEDULE MARK WIDTH TOTAL DEPTH 0 OF KO' BLOCKS KO' REIN. TYPE REMARKS L -1 8" 8" - - A PRECAST L-2 8" 16" 1 (1) 45 B PRECAST L-3 8" 2411 2 (1) 05 B PRECAST L-4 8" 3211 3 ll) *5 B PRECAST NOTEGs 1. LINTEL MIN. BEARING SHALL BE 8" ON EACH END, 2. PRECAST / PRESTRESSED CONCRETE LINTEL$ SHALL BE NOTCHED AT EACH END TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING FILLED LINTELS AS REQUIRED. 4. PROVIDE (1) KNOCK -OUT BLOCK w/ (1) S MIN. SILL BEAM BELOW OPENINGS U.N.O. ON DWGS. NOTES SPLICE 112 TO BE LOCATED BETWEEN DECK BOLTS SPACING. ODETAIL DETAIL SCALE: 2" - 1'-0" , SCALE: N.T.S. FILLER SHEET AT PERIMETER SUPPORT TEK SCREWS AT SIDELAP (TYP.) SEE PLAN FOR SCREW SIZE AND PATTERN PER SIDELAP BETWEEN SUPPORTS I + PUDDLE WELDS AT SUPPORTS (TYP.) + SEE PLAN FOR WELD PATTERN PER DECK WIDTH AT SUPPORTS 5 _TAW SCALE: N.T.S. 8" PRECAST / PRESTRESSED LINTEL w/ (1) % FULLY GROUTED SEE ARCH. W NV BOT. OF LINTELIn A IDtH TYPE "A° K.O. BLOCKS FULLY GROUTED (SEE SCHEDULE FOR REINF.) a = 8" PRECAST / PRESTRESSED 0 LINTEL w/ (1) % FULLY GROUTED a SEE ARCH. BOT. OF LINTEL IDTH TYPE "B° CREATIVE STRUCTURES i 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 813.535.3080 FAX 813.535.3090 www.creativestructuresllc.com RG # 28835 c THESE DOCUVWS, DES&A NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESM INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, N WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC FRAZE, ARCHITECT, AIA ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U8. GOPYR&IT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL. EXTENT OF THE LAW. THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO TIE BEST OF THE ARCHITECT OR ENGINEER'S 1040UMM AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1T14 EDITION 2020 FLORIDA BUILDMG CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDMG CODES AND MNnr FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BYs REVIEW 08 Sn2 MK PERMIT 09/20/22 MC REV. REV. REV. E 1 11 � S (V 0 N Q� t� I—Eq 1Z Hwy r ' FBI W N I Q U 0 � p 0 > yin O '�4 v a °r N PROFEW110NAL SEA Q N,9 r :. 0.691 0 y �Q TE OF '� ORtgP.•'•G��� �/llllll1k%0 hIO1JCNIR S. a•mIc nA, INE • &DIM II oc z A N U ►IYyj a00 pp V) Aq O H � � M i 00 00 M N t M b W �� UO � x w � a SWEET TITLE DRTAILS 844EET NL2115E • ■ 1 1 11 _ __ I I I I I I I I I I I CMU WALL (SEE PLAN FOR SIZE t REINF.) FTG. REINf ORCEMENT (SEE FTG.SCHEDULE) ° 7° ° d � a WELL d .4 COMPACTED FILL MATCH CONT. REINFORCEMENT (MIN.) STEP FOOTING TO MAINTAIN 1'-0" MIN. COVERAGE BELOW SLEEVED PIPE. REFER TO PLUMBING DRAWINGS FOR PIPE ELEVATION. L 2i x 2,� x Y4" STEEL JOIST TYP. Y8" (SEE PLAN) NEAREST PANEL POINT ON TOP CHORD CONCENTRATED LOAD OUTSIDE PANEL POINT NEAREST PANEL POINT ON BOTTOM CHORD L2�x2�xY4" �1 SEE FDN. PLAN FOR SIZE AND REINFORCEMENT 6" DIA. SLEEVED PIPE (OR LARGER) BY OTHERS 4" BENT IE G.G. TO COOR'D SIZE WITH ROOF SLOPE DETAIL SCALE: N.T.S. ROOF TOP UNIT LOUVER OR roll DIA. MAX. PIPE CMU WALL (SEE PLAN FOR SIZE ; REINF.) TYP. VERTICAL REINF. AT LINTEL FILL w/ GROUT AFTER LOUVER / PIPE INSTALLATION P.T. BLOCKING (AS NEEDED) COOR'D w/ RTU CURB MANUR LINTEL TYPE L-1 (SEE LINTEL SCHEDULE) OPENING SHALL NOT INTERFERE w/ FILLED CELLS OR CONCRETE COLUMNS. NOTIFY ARCH. / E.O.R. OF LARGER SIZE OPENINGS AND/OR ANY DISCREPANCIES. 377X. F RE NFIORCOEMENT ° SEE FDN. PLAN FOR SIZE AND REINFORCEMENT JOIST SPAN EQUAL EQUAL CONC. LOAD GONG. LOAD UNIFORM LOAD UNIFORM LOAD SPECIAL JOIST LOADING SCHEDULE MARK CONCENTRATED LOAD (LDS) UNIFOR 1 LOAD (LBS / FT) SP-JST 1 1000 240 SP-JST 2 1500 240 SP-JST 3 2000 240 JOIST MANUFACTURER SHALL DESIGN THE SPECIAL JOISTS (SP-JST) CARRYING CONCENTRATED LOAD ALONG WITH UNIFORM LOAD AS PER THE ABOVE TABLE AND THE FOLLOWING LOAD CASES: CASE 1 UNIFORM LOAD + GONG. LOAD AT 1'-011 FROM JST. SUPPORT CASE 2 UNIFORM LOAD + CONC. LOAD AT JOIST MIDSPAN 2DETAIL SCALE: N.T.S. NOTESs I. DETAILING DIAGRAM SHALL BE USED IN CONJUNCTION w/ THE CONCRETE BEAM SCHEDULE. 2. REFER TO CONCRETE BEAM SCHEDULE FOR SIZES AND REINFORCEMENT. REFER TO PLAN FOR BEAMS LOCATIONS AND SPANS. 3. MINIMUM CONCRETE COVER SHALL BE AS STATED IN THE GENERAL NOTES. X LAP SPLICE TOP LAP SPLICE BARS At MID SPAN WHERE REQ'D. (t OF STEEL JOISTS L4x4x3/811x0'-6" (TYP.) L 4x4x3/8" ITYP.) OPENING SIZE AND LOCATION TO BE VERIFIED w/ TRADES INVOLVED �L4x4x3/8" l TYP.) TYP. STEEL JOIST TOP CHORD NOTE: (TYP.) RTU WEIGHT 1500 - 3000 LBS USE ANGLE SIZE L 6 x fo x 3/8" RTU WEIGHT 3000 - 6000 LBS USE ANGLE SIZE L 8 x 8 x )j" 3DETAIL SCALE: N.T.S. 4. LAP SPLICES SHALL BE AS STATED IN THE MINIMUM LAP SPLICE SCHEDULE. 5. TOP AND BOTTOM CANTILEVER REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE SUPPORT. LAP SPLICING SHALL NOT PERMITTED. fo. MIN. CLEAR DISTANCE BETWEEN LAYERS SHALL BE P. ADD'L TOP REINFORCEMENT PROVIDE ADD'L COLUMN TIES TOP REINF. STANDARD WITHIN BEAM/LINTEL CONFINEMENT 30. ACI HOOK ��l��i�fill�■�0��1l�i� Mill1i �0����l��1�����11�11�l�111�■■■■lilll STEEL JOIST 4 ° d ° (SEE PLAN) ° TIE d 211 TIE EXTEND BOT. BARS 6" ADD'L BOTTOM INTERMEDIATE LAP SPLICE BOT. BARS BOTTOM S ACI G (TYP.) S AC G ° MIN. OVER SUPPORT REINFORCEMENT REINF. OVER SUPPORTS WHERE REINF. CONCENTRATED SUGGESTED CONNECTIONS: 1 CANTILEVER (LC) °4 CLEAR SPAN (LD Q D• CLEAR SPAN (L2) ° LOAD OUTSIDE PANEL POINT 1. ATTACH RTU TO CURB w/ No" 0 THRU BOLTS AT 24" o.c. START TYP. STEEL JOIST 11 8 At 4" FROM EACH CORNER PROVIDE (3) MIN. PER SIDE. (SEE PLAN) 2. ATTACH CURB TO STEEL FRAME w/ ,�" 0 THRU BOLTS AT 24" o.c. START AT 8" FROM EACH CORNER O DETAIL N.T.S. T SCALE: N.t N.T.S.SCALE: ODETAIL SCALE: N.T.S. CREATIVE STRUCTURES t 3818 W STATE ST., SUITE #101 TAMPA, FL 33609 TEL 813.535.3080 FAX 813.535.3090 www.creativestructureslic.com RG # 28835 t THESE DOOJ"IENTS, DE%", NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESK,N, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANC MAZE, ARCHITECT, AIA ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COP WjW AND PATENT LAWS. UJA M4MZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. TIC DRAWINGS / DESW ARE VALID FOR 12 MONTHS FROM DATE OF BENG SEALED. TO THE BEST OF THE ARCHITECT OR ENGMITS IWOWI.EDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 1T14 EDITION 2020 FLOMDA BUILDWs CODE IN ADDITION TO ANY OTI4ER APPLICABLE BUILDMG CODES AND MINMUM FIRE SAFETY STANDARDS ALL DMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY TI•E CONTRACTOR ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 08ASn2 MK PERMIT VS/20/22 MC REV. REV. REV. f 0 �G�\ ' 10ENSF ' • ti0 No. 69L1. ww N% /,NA�'\11r1111% ; MIOUCNIR A CWA NO DA, rt • `s" A�MSd 00 r M �s zH N 00 a a � �wA aC\ C 0 N M N AR o Q� 00 C -c3x y U 00 t` b W �a SHEET TITLE 011TA I L.5 SWEET NI t=R • L MECHANICAL ABBREVIATIONS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ADA AMERICAN WITH DISABILITIES ACT LRA LOCKED ROTOR AMPS A.F.F. ABOVE FINISHED FLOOR LWB LEAVING WET BULB TEMPERATURE A.F.G. ABOVE FINISHED GRADE LWT LEAVING WATER TEMPERATURE A.F.R. ABOVE FINISHED ROOF MBH THOUSANDS OF BTU PER HOUR AHU AIR -HANDLING UNIT M.C. MECHANICAL CONTRACTOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MCA MINIMUM CIRCUIT AMPS AP ACCESS PANEL MOCP MAXIMUM OVER CURRENT PROTECTION ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS NIC NOT IN CONTRACT BHP BRAKE HORSE POWER NO NORMALLY OPEN BTU BRITISH THERMAL UNIT N.T.S. NOT TO SCALE BTU BRITISH THERMAL UNITS PER HOUR OA OUTSIDE AIR CFM CUBIC FEET PER MINUTE P.C. PLUMBING CONTRACTOR CO CLEAN OUT PSI POUNDS PER SQUARE INCH COP COEFFICIENT OF PERFORMANCE PSIG POUNDS PER SQUARE INCH -GAUGE CPVC CHLORINATED POLYVINYL CHLORIDE PTAC PACKAGED TERMINAL AIR CONDITIONER CU CONDENSING UNIT PVC POLYVINYL CHLORIDE DDC DIRECT DIGITAL CONTROLS RA RETURN AIR DIA. OR 0 DIAMETER RD ROOF DRAIN EAT ENTERING AIR TEMPERATURE RLA RATED LOAD AMPS EC ELECTRICAL CONTRACTOR RO ROOF OVERFLOW EDB ENTERING DRY BULB TEMPERATURE RPBFP REDUCED PRESSURE BACKFLOW PREVENTER EER ENERGY EFFICIENCY RATIO RPM REVOLUTIONS PER MINUTE ESP EXTERNAL STATIC PRESSURE RTU ROOF TOP UNIT ETR EXISTING TO REMAIN SA SUPPLY AIR EUH ELECTRIC UNIT HEATER SEER SEASONAL ENERGY EFFICIENCY RATIO EWB ENTERING WET BULB TEMPERATURE SMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION EWT ENTERING WATER TEMPERATURE FBC FLORIDA BUILDING CODE SP STATIC PRESSURE FCU FAN COIL UNIT SS SANITARY SEWER STACK FD FIRE DAMPER TSP TOTAL STATIC PRESSURE FD FLOOR DRAIN UBC UNIFORM BUILDING CODE FLA FULL LOAD AMPS UL UNDERWRITERS LABORATORIES F.P.C. FIRE PROTECTION CONTRACTOR UMC UNIFORM MECHANICAL CODE FPM FEET PER MINUTE LION UNLESS OTHERWISE NOTED FT FEET UPC UNIFORM PLUMBING CODE GAL GALLONS V VENT G.C. GENERAL CONTRACTOR V VOLTS GPH GALLONS PER HOUR VAV VARIABLE AIR VOLUME GPM GALLONS PER MINUTE VB VACUUM BREAKER HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HR HOUR VIF VERIFY IN FIELD HSPF HEATING SEASON PERFORMANCE FACTOR VRF VARIABLE REFRIGERANT FLOW HVAC HEATING, VENTILATION, & AIR CONDITIONING VRV VARIABLE REFRIGERANT VOLUME HZ HERTZ VS VENT STACK IBC INTERNATIONAL BUILDING CODE VTR VENT THROUGH ROOF IECC INTERNATIONAL ENERGY CONSERVATION CODE %RH PERCENT RELATIVE HUMIDITY IMC INTERNATIONAL MECHANICAL CODE AP CHANGE IN PRESSURE IPC INTERNATIONAL PLUMBING CODE AT CHANGE IN TEMPERATURE IPLV INTEGRATED PART -LOAD VALUE °C DEGREES CELCIUS KW KILOWATTS OF DEGREES FAHRENHEIT LAT LEAVING AIR TEMPERATURE °K DEGREES KELVIN LB POUNDS FORCE OR DEGREES RANKIN LDB LEAVING DRY BULB TEMPERATURE "WC INCHES WATER COLUMN LEED LEADERSHIP IN ENERGY & ENVIRONMENTAL DESIGN ELECTRICAL PHASE MECHANICAL SYMBOL LEGEND DESCRIPTION DESCRIPTION DEMOLISHED DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) VD MANUAL VOLUME DAMPER IN DUCTWORK EXISTING SUPPLY DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) SD DUCT MOUNTED SMOKE DETECTOR NEW SUPPLY DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) SIDEWALL RETURN GRILLE ' EXISTING RETURN DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) SIDEWALL SUPPLY GRILLE NEW RETURN DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) FC FLEXIBLE DUCT CONNECTOR EXISTING EXHAUST DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) AD-# ### CFM ##" AIR DEVICE IDENTIFICATION AIRFLOW NECK SIZE NEW EXHAUST DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) CONCENTRIC INCREASER EXISTING OUTSIDE AIR DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) —� ECCENTRIC REDUCER NEW OUTSIDE AIR DUCTWORK SIZE IN INCHES (PLAN DIM. FIRST) FLEXIBLE PIPE CONNECTOR FLEX DUCTWORK SIZE IN INCHES THERMOMETER DEMOLISHED PIPING (XX= SYSTEM) n --� -- PRESSURE GAGE EXISTING PIPING (XX= SYSTEM) CHILLED WATER RETURN P/T ,T� PRESSURE/TEMPERATURE PLUG CHILLED WATER SUPPLY CONDENSATE A AUTOMATIC AIR VENT CONDENSER WATER RETURN CONDENSER WATER SUPPLY MANUAL AIR VENT HYDRONIC HOT WATER RETURN HYDRONIC HOT WATER SUPPLY �— VENTURI FLOW MEASUREMENT DEVICE REFRIGERATION RETURN (SUCTION) REFRIGERATION SUPPLY(LIQUID) -I F— BUTTERFLY VALVE COMPRESSED AIR FUEL GAS MOTORIZED CONTROL VALVE (BUTTERFLY VALVE) Z E SUPPLY RETURN EXHAUST EXISTING CEILING DIFFUSER (SUPPLY, RETURN, EXHAUST) TRIPLE DUTY VALVE (SHUT-OFF, BALANCING & CHECK) Z Z SUPPLY RETURN Z EXHAUST CEILING DIFFUSER (SUPPLY, RETURN, EXHAUST) AUTO CIRCUIT SETTER VALVE 900 ELBOW WITH TURNING VANES HORIZONTAL SWING CHECK VALVE R 90° RADIUS ELBOW (R=1.5W) Y-TYPE STRAINER WITH BLOW DOWN AND VALVE VD 450 BRANCH TAKE -OFF WITH VOLUME DAMPER F BASKET TYPE STRAINER �_�EDH-# ELECTRIC DUCT HEATER POINT OF DISCONNECT UC _,L— ##" UNDER CUT DOOR (INCHES GIVEN) NEW CONNECTION TO EXISTING HUMIDISTAT AD AD — DUCT ACCESS DOOR © HVAC EQUIPMENT CONTROL sP STATIC PRESSURE SENSOR FSD COMBINATION FIRE/SMOKE DAMPER (VERTICAL POSITION) CARBON DIOXIDE SENSOR (D THERMOSTAT (MTD. 4'-0" AFF) IX FD FIRE DAMPER (VERTICAL POSITION) 0 SENSOR (MTD. 4-0" AFF) Hp HEAT DETECTOR �__AFD FIRE DAMPER (HORIZONTAL POSITION) CO CARBON MONOXIDE SENSOR EXHAUST/RETURN AIRFLOW DIRECTION M MOTORIZED VOLUME DAMPER IN DUCTWORK _i SUPPLY AIRFLOW DIRECTION MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2020 MECHANICAL, NATIONAL ELECTRIC CODE, NFPA AND ALL LOCAL ORDINANCES. 2. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, CIVIL, STRUCTURAL AND ELECTRICAL DRAWINGS. 3. REFER TO ARCHITECTURAL PLANS FOR EXACT CEILING GRID AND DIFFUSER LOCATIONS. 4. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HAVE STUDIED AND COMPARED THE CONTRACT DOCUMENTS WITH EXISTING/PROPOSED CONDITIONS AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE BID OPENING SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCY, OR OMISSION IN THE CONTRACT DOCUMENTS. 5. PROVIDE FLEXIBLE CONNECTION FROM EACH DUCTWORK CONNECTION AIR MOVING EQUIPMENT. 6. ALL DUCTS SHOWN ARE INSIDE CLEAR DIMENSIONS. 7. LOCATE ALL SENSORS 48" AFF UNLESS OTHERWISE NOTED. EXACT LOCATION OF ALL THERMOSTATS SHALL BE APPROVED BY THE ARCHITECT AND THE ENGINEER AND OWNER'S REPRESENTATIVE. 8. CONTRACTOR SHALL CLEAN ALL COILS AND REPLACE ALL FILTERS AND BELTS AT SUBSTANTIAL COMPLETION. 9. AIR CONDITIONING EQUIPMENT SHALL BE AS SPECIFIED. ARCHITECT AND ENGINEER WILL REVIEW ANY SUBSTITUTION FOR COMPATIBILITY. 10. DUCT SIZES AND EQUIPMENT OPENINGS THRU ROOFS, SLABS AND WALL PARTITIONS SHALL SUIT EQUIPMENT FURNISHED. SEE SHOP DRAWINGS FOR EQUIPMENT DIMENSIONS. 1 1. PROVIDE "P" TRAP AT AIR HANDLER UNITS PER MANUFACTURER'S SPECIFICATIONS. 12. SLEEVE AND SEAL ALL PIPING PASSING THROUGH WALLS, FLOORS AND ROOF UNLESS NOTED OTHERWISE. 13. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE THE RESPONSIBILITY OF THE TRADE INVOLVED. 14. THE MAXIMUM ALLOWABLE LEAKAGE FOR THE DUCTWORK IS 2%. 15. THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR HVAC EQUIPMENT AND MATERIALS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE ENGINEERS APPROVAL. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO REDO ANY WORK, WHICH WAS NOT APPROVED, OR THE ENGINEER MAY REQUIRE A CREDIT TO THE OWNER. PROVIDE A SET OF AS-BUILTS AFTER THE JOB IS COMPLETED. THIS SET SHALL BE CONTINUOUSLY UPDATED DURING CONSTRUCTION. 16. PROVIDE AIR TURNING VANES AT ALL 90-DEGREE ELBOWS. PROVIDE VOLUME DAMPERS AT EACH BRANCH TAKEOFF AS INDICATED IN THE SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". 17. PROVIDE FILTER -BACK RETURN AIR GRILLES. 18. CONTRACTOR SHALL INSTALL HVAC SYSTEMS AS REQUIRED BY THE MANUFACTURER AND ENGINEER TO INSURE QUIET OPERATION. NO UNDUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO BUILDING STRUCTURE AND OCCUPIED AREAS. IF THE EQUIPMENT INSTALLED HAS A HIGHER SOUND PRESSURE LEVEL THAN THE EQUIPMENT SPECIFIED, THEN IT WILL BE THE CONTRACTORS AND THE MANUFACTURES RESPONSIBILITY TO ELIMINATE ANY ADDITIONAL NOISE TRANSMISSION. NOTE: SOME SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT PERTAIN TO THIS PROJECT. MECHANICAL DRAWING LIST DRAWING NUMBER DRAWING DESCRIPTION MO MECHANICAL COVER SHEET _ Ml MECHANICAL PLAN M2 MECHANICAL DETAILS _ M3 MECHANICAL SCHEDULES M4 MECHANICAL SPECIFICATIONS M5 MECHANICAL SPECIFICATIONS GRIN Ere GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn JL Designed JL FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS f DESIGN ARE VAUD FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2e2e FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEUJ 06126122 MK PERMIT 08/26/22 MK REV. --IREV. - - REV. - - REV. - — REV. REV. ----REV. 42 N E U Q O U Nis .�♦i IV o. 949 + OF • ♦O'. ♦� 0 EN �441 mass Joseph H. Griner -, P.E. FL. 39491 � W z w o � r N M, U O zx SHEET TITLE MECHANICAL COVER SHEET SHEET NUMBER I I 1 1 a WALL CAPS MECHANICAL FLOOR PLAN 5GALE: I /4 = V-0 GRINS GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn JL Designed JL FOR JHG Job no. 22185 SE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIOls CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, IN( ) SHALL NOT BE REPRODUCED, RE —USED OR COPIED FOR IER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN g5ENT OF FRANK FRAZE, ARCHITECT, AIA. RIGHTS ARE RESERVED BY THE ARCHITECT IN AGGORDANCI a U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED 'RODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF TP IF nPAIIIIIJrO, t f'1C41rAI ADC %.,AI IY1 Ct-,0 11) M/')KITUr- ClPtnM PEAT '71 I =t- I r NIvtC I V l.Vl"II-ICrvIaGI-ICIV I (JP l,VND I MUI, I Ivry, ISSUE DATE BY: REVIEW 05126/22 MK PERMIT 08/26/22 MK REV. EV. REV. REV. REV. REV. REV. --- ----- --- N r ^ N v 1 Q PLOM...� W N w� C) U4-4 E U Q O U Y • • O : E NSA 'A � OF Joseph H. Griner E. FL. 39491 7. 00 N �n • s O � OC N Q Q O Q � C U 75 a O Q MEN W W MEN a N � Vi r; N M N W W � o f Q � v v Q! x N (� w U w � � x 5HEET TITLE MECHANICAL PLAN SHEET NUMBER ROUND DUCT HANGERS MINIMUM SIZE DIA. MAXIMUM WIRE ROD STRAP SPACING DIA. 10" DN. 12' ONE 12 GA. 1/4" 1" x 22 GA. I1-18" 12 TWO 12 GA. OR ONE 8 GA. 1/4" 1"X 22 GA. 19-24" 12' TWO 10 GA. 1/4" 1" X 22 GA. 25-36" 12' TWO 8 GA. 3/8" 1" X 20 GA. 37-50" 12' TWO 3/8" (2) 1" X 20 GA. 51-60" 12' TWO 3/8" (2) 1"X 18 GA. 61-84" 12' TWO 3/8" (2) 1"X 16 GA. NOTES: 1. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR 5. DESIGNERS: FOR INDUSTRIAL GRADE SUPPORTS, INCLUDING GALVANIZED STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR SADDLES, SINGLE POINT TRAPEZE LOADS, LONGER SPANS AND GALVANIZED STEEL. ALL ARE ALTERNATIVES. FLANGED JOINT LOADS, SEE SMACNA'S ROUND INDUSTRIAL. DUCT CONSTRUCTION STANDARDS. 2. SEE FIGURE 4-4 FOR LOWER SUPPORTS. 6. SEE FIGURES 3-9 AND 3-10 FOR FLEXIBLE DUCT SUPPORTS. 3. SEE FIGURES 4-2 AND 4-3 FOR UPPER ATTACHMENTS. 4. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS PLUS ONE LB/SF OF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, AJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS; SEE ALLOWABLE LOADS WITH TABLE 4-1. RECTANGULAR DUCT HANGERS MINIMUM SIZE MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT HALF OF 10 FT. SPACING 8 FT. SPACING 5 FT. SPACING 4 FT. SPACING DUCT - WIRE/ WIRE/ WIRE/ WIRE/ PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD 10 GA. 10 GA. 10 GA. 10 GA. P/2=30" 1 "x22 GA. (135") 1 "x22 GA. (135") - 1 'x22 GA, ' (106") I °x22 GA. - (106") P/2=72" 1"xl8 GA. 1"x20 GA. 4" 1"x22 GA. 4" 1"x22 GA. 4" P/2=96° i "x16 GA. 8" 1 "x18 GA. 8" 1 "x20 GA. 8" 1 "x22 GA. 1„ 4 P/2=120" 12"x16 GA. 1, 2 1 x16 GA. 3„ 8 1"x18 GA. 3 -, g 1"x20 GA. l , 4 P/2=168" 12"x16 GA. 2 " 1"x16 GA. 1" 2 1"xl6 GA. 8" s 1"x18 GA. 3" 8 P/2=192" 12 xl b GA. 1" 2 1"xl6 GA. 2 1"xl6 GA. 3" 8 1"xl6 GA. 3" s P/2=>193" SPECIAL ANALYSIS REQUIRED WHEN STRAPS ARE LAP JOINED USE THESE SINGLE HANGER MAXIMUM ALLOWABLE LOAD MINIMUM FASTENERS: -- -- STRAP WIRE OR ROD (DIA.) 1"x18, 20, 22 GA. (2)#10 OR (1) 4" BOLT --- - - - 1"xl6 GA. - (2) 4" DIA. 1"x22 GA.-260 LBS. 0.106"-80 LBS. 1"xl6 GA. - (2) 8" DIA. 1"x20 GA.-320 LBS. 0.135"-120 LBS. 1"x18 GA.-420 LBS. 0.162"-160 LBS. 4" PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE. 1 "x16 GA.-700 LBS. DIA.-270 LBS. 121"x16 GA.-1100 LBS. g" DIA.-680 LBS. 2" DIA.-1250 LBS. NOTES: 1. DIMENSIONS OTHER THAN GUAGE ARE IN INCHES. 2. TABLES ALLOW FOR DUCT WEIGHT, 1 LB/SF INSULATION WEIGHT AND NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS! 3. FOR CUSTOM DESIGN OF HANGERS, DESIGNERS MAY CONSULT SMACNA'S RECTANGULAR INDUSTRIAL DUCT STANDARDS, THE AISI COLD FORMED STEEL DESIGN MANUAL AND THE AISC STEEL CONSTRUCTION MANUAL. 4. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL. 5. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W) IS OVER 60" THEN P/2 MAXIMUM IS (1.25 W). 6. FOR UPPER ATTACHMENTS SEE FIG. 4-2. 7. FOR LOWER ATTACHMENTS SEE FIG, 4-4. 8. FOR TRAPEZE SIZES SEE TABLE 4-3 AND FIG. 4-5. 9. 12, 10 OR 8 GA. WIRE IS STEEL OF BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED TYPE. SCREWS L- SCREWS MAY BE OMITTED IF HANGER LOOPS SINGLE RECTANGULAR METAL DUCT DUCTWORK SUPPORT DETAIL NOT TO SCALE LOAD RATED FASTENERS ROUND METAL DUCT 24"- MAXIMUM _1 11 1 1 1 1.. I I Y _1_ _.. _11 .I1 11UU1. 1-L FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5-0" IN LENGTH, REMAINDER OF RUNOUT LENGTH - SHALL BE RIGID ROUND METAL DUCT HANGER SUPPORTS: - HANGER STRAP: 1", 22 GAUGE 8'O.C. = 0-35" DUCTS ON 6MAX. SPACING (TYPICAL) 6'O.C. = 36-59" DUCTS SIZES - OWN ARE FREE` - PROVIDE RIGID METAL ROUND x. AREA ELBOW ELBOW FOR CONNECTION TO DIFFUSER HANGER MINIMUM RADIUS EQUAL TO THE FLEX - I _ __- DUCT DIAMETER 1 I SADDLE: 22 GAUGE L` ] i NOTES WRAP INSULATION ABOVE CEILING DIFFUSER CEILING DIFFUSER 1. HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCTS UP TO 24", AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. 2. ROUND BRANCH DUCT CONNECTIONS SHALL BE "FLEXMASTER" FLDE SPIN -IN FITTINGS. 3. FLEXIBLE ROUND DUCT SHALL INCLUDE: HELIX COIL FLEXIBLE DUCTING, A 1-1 /2" BLANKET INSULATION WITH MINIMUM 6.0 R-VALUE, AND AN ALUMINUM FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED, 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE DEVELOPED. EQUAL TO "FLEXMASTER" TYPE 3M. DUCT RUNOUT TO DIFFUSER DETAIL NOT TO SCALE STAPLE 2" FLANGE THEN TAPE OVER THE JOINT AND STAPLE TO PROVIDE VAPOR -TIGHT SEAL QLP JI 10 11111 I DUCT SEALANT CUT INSULATION TO PROPER LENGTH T^ A"r`Ir`^""PRESSION OF :IBER GLASS DUCT WRAP WITH A FACTORY APPLIED FOIL-SKRIM-KRAFT VAPOR BARRIER. VITH A PERMEANCE OF .02 OR LESS. MINIMUM NSTALLED "R" VALUE OF 6. INSULATION MUST 4E STORED AND INSTALLED DRY. DUCT V IU. 0L1. U1\C 1I*40VLATION ry WITH WELDED STICK PINS ON DUCTWORK 24" AND LARGER FIBERGLASS BLANKET DUCT INSULATION DETAIL NOT TO SCALE ALL VANES SHALL BE SECURE AND STABLE VANES SHALL BE SECURELY IN INSTALLED OPERATING POSITION FASTENED TO RUNNERS. MIN, 26 MIN. 24 _- -- - - - GA. --_- GA. - - VANES - H VANES :F L.�u %_I RUNNER TYPES 1 1 /2" TURNING VANES DETAIL NOT TO SCALE 1 l -1 VOLUME DAMPER ICI TYPICAL ALL BRANCH, SUB -BRANCH AND ALL SINGLE DUCT TAKE -OFFS TO GRILLES & REG. VOLUME DUCTWORK FITTINGS DETAIL NOT TO SCALE 20 M.X. CONTINUE DUCT FROM FAN EXHAUST COLLAR TO CHASE, ROOF CAP, OR WALL CAP AS NOTED ON DRAWINGS. CEILING EXHAUST FAN WITH BACKDRAFT DAMPER FACTORY INSTALLED i FAN OUTLET-` --CEILING EXHAUST GRILLE WITH APPROPRIATE FRAME FOR CEILING. CEILING MOUNTED EXHAUST FAN DETAIL NOT TO SCALE GMRINER GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn A Designed A FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. LM - ISSUE DATE 5y: REVIEW 08/2(0/22 MK PERMIT 08126/22 MK REV. REV. - REV. REV. -- REV. - REV. REV. SHEET TITLE MECHANICAL DETAILS- --- $HEET NUMBER M 2 AIR HANDLING EQUIPMENT ROOFTOP EQUIPMENT PROVIDE SHEET METAL SCREWS THRU THREADED PLUG BASE OF UNIT AND CURB, SPACED CLEAN -OUT 24-INCHES O.C. AND MAX. 6-INCHES FROM CORNERS (MINIMUM OF TWO PER SIDE) �\\ DRAIN PAN SHEET METAL STRAP SHALL OVERLAP CURB 16" MIN. SLOPE TOWARDS DRAIN AT A MIN. OF 1/8"-INCH PER LINEAR FOOT PROVIDE TWO SHEET METAL 'A' AN SCREWS THRU STRAP D CURB THREADED MALE NPT CONNECTION -1 F_ PROVIDE TWO SHEET �� - UNION METAL SCREWS THRU METAL ROOF DECK AND STRAP AND STEEL ANG ROOFING MATERIALS, REFER TO ARCHITECTURAL PLANS 20 GAUGE X ONE -INCH WIDE P-TRAP GALVANIZED STEEL STRAPS LOOPED 1L AROUND JOIST. PROVIDE FOUR IL - STRAPS ALONG EACH SIDE SPACED NOTES: A MAX. OF 24-INCHES O.C. 1. CONDENSATE PIPE SIZE SHALL BE FULL SIZE OF UNIT DRAIN CONNECTION, MIN. SIZE OF 3/4-INCH. 2. STEM HEIGHT 'A' SHALL BE A MINIMUM OF 1-INCH GREATER THAN FAN SUCTION PRESSURE. MINIMUM HEIGHT SHALL BE 3-INCHES. PACKAGED ROOFTOP AIR CONDITIONER TIE -DOWN DETAIL CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE NOT TO SCALE FLORIDA BUILDING CODE MECHANICAL VENTILATION CALCULATION --VENTEATION AIR OCCUPANT VENTILATION VENTILATION VENTILATION EXHAUST EXHAUST CFM FOR SPACE AREA (SP) S AIR CFM PER AIR AIR CFM CFM BUILDING (#) CFM PER SF 2 PERSON CFM REQUIRED CFM SPECIFIED REQUIRED SPECIFIED PRESSURIZATION AREA SERVED BY HP-1 RECEPTION 289 9 0.06 5.0 62.3 60 WAITING ROOM 150 5 0.06 5.0 34.0 60 UNISEX HC RR 42 0 0.00 0.0 0.0 0 70/WC 75 UNISEX HC RR 64 0 0.00 0.0 0.0 0 70/WC 75 SERVICE AREA 3149 0 0.00 0.0 0.0 0 0.75/SQFT 2550 TIRE STORAGE* 1040 0 0.12 0.0 124.8 0 150 BUILDING TOTAL 96.3 120.0 2850.0 45 *TIRE STORAGE VENTILATION REQUIREMENTS ACHIEVED BY EXHAUST AT 0.12 CFM PER SQUARE FEET OF FLOOR AREA. AIR DEVICE SCHEDULE MARK TYPE MATERIAL FINISH MANUFACTURER AD-1 LOUVERED DIFFUSER, 2024 ALUM WHITE PRICE AD-2 SIDEWALL SUPPLY GRILLE, 6X6 ALUM WHITE PRICE _ RETURN GRILL AD-3 LOUVERED ALUM WHITE PRICE FACE, 24X24 - NOTES: 1. NOISE CRITERIA NOT TO EXCEED 25. 2. CONTRACTOR TO COORDINATE BORDER WITH CEILING TYPE 3. AIR DEVICES ARE FOUR WAY THROW UNLESS NOTED OTHERWISE ON DRAWINGS. 4. AIR DEVICES ARE TO BE SUPPLIED WITH OPPOSED BLADE DAMPER. FAN SCHEDULE MARK AREA SERVED EF-1 EF-2 EF-3 EF-4 SERVICE RESTROOM RESTROOM TIRE STORAGE SERVICE AREA MANUFACTURER COOK COOK COOK COOK MODEL GC-148 GC-148 9OC15DM 165C11 D AIR QUANTITY CFM 75 75 150 2550 EXT. STATIC PRESSURE IN. H,0 .5 .5 .5 .5 FAN SPEED RPM 923 923 1318 1140 DRIVE DIRECT DIRECT DIRECT BELT SONES 2.0 2.0 4.9 14.0 MOTOR HP OR W 37W 37W 1/8 HP 3/4 HP ELECTRICAL V/,!. /HZ 115/1/60 115/1/60 115/1/60 115/1/60 NOTES 2-4 2-4 1-5 1-3, 5 NOTES: 1, OPERATES WITH WALL SWITCH. SEE ELECTRICAL PLANS. 2. PROVIDE WITH INTERNAL OVERLOAD PROTECTION. 3. PROVIDE WITH INTEGRAL DISCONNECT MEANS (TOGGLE SWITCH OR CORD AND PLUG). 4. PROVIDE WITH INTEGRAL SOLID STATE FAN SPEED CONTROLLER. 5. PROVIDE WITH ROOF CURB AND BACKDRAFT DAMPER. MARK SERVICE AIR QUANTITY LOUVER SCHEDULE L 1 L-2 TIRE STORAGE INTAKE SERVICE AREA INTAKE - --- - CFM 150 2550 SIZE (WIDTHXHEIGHT) 12X12 30X30 MIN. FREE AREA SQ.FT. .22 2.52 PRESSURE DROP (MAX) IN. W.G. .15 .15 FRAME FLANGED FLANGED FINISH MILL MILL MANUFACTURER RUSKIN RUSKIN MODEL EME3625DFL EME3625DFL NOTES: ALL ALL 1. FL PRODUCT APPROVAL NO.22334.1 2. PROVIDE WITH EXPANDED BIRD SCREEN. 3. FURNISH WITH CLEAR ANODIZED FINISH. PAINT TO MATCH WALL. CONDITIONER SCHEDULE PACKAGED ROOFTOP AIR UNIT NO. RTU-1 AIRFLOW CFM 1600 OUTSIDE AIR CFM 120 EXT. STATIC PRESSURE IN. H. 0 1 NOMINAL CAPACITY TONS 4 TOTAL CAPACITY MBH 44.65 SENSIBLE CAPACITY MBH 33.74 ENT. AIR TEMP. LVG. AIR TEMP. HEAT CAPACITY FAN MOTOR FAN MOTOR POWER COMPRESSORS CIRCUITS STEPS OF CAPACITY COMPRESSOR POWER CONDENSER FAN POWER ELECTRIC MCA MOCP SEER REFRIGERANT WEIGHT 547 MANUFACTURER CARRIER MODEL NO. 50FC-AO5A2B5-OAOAO NOTES _ 1-5 1. PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT. 2. PROVIDE SINGLE POINT POWER CONNECTION THRU CURB. 3. PROVIDE 14" INSULATED ROOF CURB WITH THRU POWER CONNECTION. 4. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR. V'y A ; F' °% T( . DB/WB DEG. F DB/WB DEG, F KW/STEPS 76.5/63.6 57.0/54.2 Q _ u 6.5 Z BHP .93 7.1 FLA NO. 1 NO. 1 RLA 13.7 FLA 1.5 V/PH/HZ 208/3/60 AMPS 32 35 AMPS 14 1'�IN GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn JL Designed JL FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. THE DRAWINGS I DESIGN ARE VAUD FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE II EDITION 1e2e FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW e8126122 MK PERMIT 08126122 MK REV. REV. - -- - ------------- REV. REV. REV. REV. REV. - HENRY •�• NSF 'P i � • r° �• O •�� �• • ' R ♦♦ Sao ♦��� �� gas Joseph H. Grin e , P.E. FL. 39491 00 N �n !n -- In M M 00 d A ap0 W a � 0 00 N M h N ;.To z W o 0 1 � M z It- U w O w � a SHEET TITLE MECHANICAL SCHEDULES SHEET NUMBER 9 I I ' I IIII I I ! I I I I 111 I '1 MECHANICAL SPECIFICATIONS SECTION 23 05 00 COMMON REQUIREMENTS FOR MECHANICAL WORK: 1.0 GENERAL 1.01 SCOPE OF DIVISION: WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING MECHANICAL INSTALLATION IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2020 BUILDING AND MECHANICAL CODE AND THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 1.02 DRAWINGS: ARCHITECTURAL AND STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER MECHANICAL DRAWINGS WITH REFERENCE TO THE BUILDING CONSTRUCTION. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT AND EXTENT OF WORK. EXACT LOCATIONS AND ARRANGEMENTS OF MATERIALS AND EQUIPMENT SHALL BE DETERMINED, WITH THE APPROVAL OF THE ENGINEER, AS WORK PROGRESSES TO CONFORM IN THE BEST POSSIBLE MANNER WITH THE SURROUNDINGS AND WITH THE ADJOINING WORK OF OTHER TRADES. 1.03 COORDINATION OF WORK: COORDINATE ALL WORK, PRIOR TO INSTALLATION, WITH WORK OF OTHER TRADES AND WITH ARCHITECTURAL AND STRUCTURAL FEATURES TO PRECLUDE INTERFERENCE'S BETWEEN THE WORK OF DIFFERENT TRADES AND TO INSURE NECESSARY CLEARANCES AT CROSSOVERS AND EQUIPMENT. 1.04 SHOP DRAWINGS: SUBMIT TO ENGINEER FOR APPROVAL, BEFORE COMMENCING WORK, SHOP DRAWINGS FOR ALL MECHANICAL MATERIALS AND EQUIPMENT TO BE PROVIDED. A. PRESENT DATA IN DETAIL EQUAL TO OR GREATER THAN THAT GIVEN IN ITEM SPECIFICATIONS AND INCLUDE ALL WEIGHTS, DEFLECTIONS, SPEEDS, VELOCITIES, PRESSURE DROPS, OPERATING TEMPERATURES, OPERATING CURVES, TEMPERATURE RANGES, SOUND RATINGS, DIMENSIONS, SIZES, MANUFACTURERS' NAMES, MODEL NUMBERS, TYPES OF MATERIAL USED, OPERATING PRESSURES, FULL LOAD AMPERAGES, STARTING AMPERAGES, FOULING FACTORS, CAPACITIES, SETPOINTS, CHEMICAL COMPOSITIONS, CERTIFICATIONS AND ENDORSEMENTS, OPERATING VOLTAGES, THICKNESSES, GAUGES AND ALL OTHER RELATED. 1.05 RECORD DRAWINGS: A. MAINTAIN ONE EXTRA SET OF BLACK LINE, WHITE PRINT DRAWINGS FOR USE AS RECORD DRAWINGS. RECORDS SHALL BE KEPT DAILY, USING COLORED PENCIL. AS THE WORK IS COMPLETED, RELEVANT INFORMATION SHALL BE TRANSFERRED TO A REPRODUCIBLE SET, AND COPIES MADE SHALL BE GIVEN TO THE ENGINEER. 1.06 FEES AND PERMIT: A. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION 2.0 PRODUCTS 2.01 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND WITHOUT BLEMISH OR DEFECT. B. EQUIPMENT AND MATERIALS SHALL BE PRODUCTS WHICH WILL MEET WITH THE ACCEPTANCE OF THE AGENCY INSPECTING THE WORK. WHERE ACCEPTANCE IS CONTINGENT UPON HAVING THE PRODUCTS EXAMINED, TESTED, AND CERTIFIED BY UNDERWRITERS OR OTHER RECOGNIZED TESTING LABORATORY, THE PRODUCT SHALL BE SO EXAMINED, TESTED, AND CERTIFIED. 2.02 MOTORS: UNLESS SPECIFICALLY SPECIFIED OTHERWISE IN THE SECTION COVERING THE DRIVEN EQUIPMENT (OR THE EQUIPMENT DRIVES), MOTORS SHALL COMPLY WITH THE FOLLOWING: A. THREE PHASE: NEMA DESIGN B, THREE-PHASE, SQUIRREL CAGE INDUCTION TYPE DESIGNED FOR 1800 RPM SYNCHRONOUS SPEED FOR OPERATION IN 40 DEGREE C AMBIENT AT 1.15 SERVICE FACTOR AT CONSTANT SPEED ON THE SCHEDULED VOLTAGE. MOTORS SHALL BE INSULATED WITH CLASS B INSULATION MATERIAL AND SHALL BE CAST IRON, DRIP PROOF, HORIZONTAL FOOT MOUNTED TYPE WITH BALL BEARINGS. TWO SPEED MOTORS SHALL BE PROVIDED AS SCHEDULED AND SHALL BE TWO WINDING TYPE. B. SCHEDULED HORSEPOWER: THE HORSEPOWER SCHEDULED OR SPECIFIED ARE THOSE NOMINAL SIZES ESTIMATED TO BE REQUIRED BY THE EQUIPMENT WHEN OPERATING AT SPECIFIED DUTIES AND EFFICIENCIES. IF THE ACTUAL HORSEPOWER FOR THE EQUIPMENT FURNISHED DIFFERS FROM THAT SPECIFIED OR SHOWN ON THE DRAWINGS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT PROPER SIZE FEEDERS, BREAKERS, STARTERS, ETC. ARE PROVIDED AT NO CHANGE IN CONTRACT PRICE. SECTION 23 05 03 PIPES AND TUBES FOR HVAC PIPING AND EQUIPMENT: 1.0 GENERAL 1.01 SCOPE: PROVIDE CONDENSATE DRAIN PIPING FROM COOLING COIL DRAIN PANS. 2.0 PRODUCTS 2.01 PIPE: PVC, SCHEDULE 40; ASTM D2665. 2.02 FITTINGS: SOLVENT WELD SOCKET TYPE PVC, STANDARD WEIGHT; ASTM 2466. 2.03 SOLDER: AS RECOMMENDED BY PIPE MANUFACTURER. 3.0 EXECUTION 3.01 GENERAL: PIPING SHALL BE SLOPED UNIFORMLY TOWARD DRAIN, AND PROVIDED WITH TRAP SEAL HAVING A DEPTH, IN INCHES, EQUIVALENT TO THE TOTAL STATIC PRESSURE OF THE RESPECTIVE FAN SYSTEM. TRAPS SHALL BE ASSEMBLED USING ELBOWS AND TEES WITH THREADED PLUGS TO PERMIT CLEANING OF TRAP AND DRAIN LINE. PIPING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND SHALL BE NOT SMALLER THAN FULL SIZE OF THE EQUIPMENT DRAIN CONNECTION OR THREE-QUARTERS INCH (3/4"), WHICHEVER IS LARGER. SECTION 23 05 93 TESTING, ADJUSTING, AND BALANCING 1.0 GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. TESTING ADJUSTING, AND BALANCING OF AIR SYSTEMS. 2. TESTING ADJUSTING, AND BALANCING OF HYDRONIC SYSTEMS. 3. MEASUREMENT OF FINAL OPERATING CONDITION OF HVAC SYSTEMS. 1.2 REFERENCES A. ASSOCIATED AIR BALANCE COUNCIL: 1. AABC MN-1 - NATIONAL STANDARDS FOR TESTING AND BALANCING HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS. B. AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS: 1. ASHRAE 1 11 - PRACTICES FOR MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HEATING, VENTILATION, AIR-CONDITIONING AND REFRIGERATION SYSTEMS. C. NATURAL ENVIRONMENTAL BALANCING BUREAU: 1. NEBB - PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. 1.3 CLOSEOUT SUBMITTALS A. PROJECT RECORD DOCUMENTS: RECORD ACTUAL LOCATIONS OF BALANCING VALVES AND ROUGH SETTING. B. OPERATION AND MAINTENANCE DATA: FURNISH FINAL COPY OF TESTING, ADJUSTING, AND BALANCING REPORT INCLUSION IN OPERATING AND MAINTENANCE MANUALS. 1.4 QUALITY ASSURANCE A. PERFORM WORK IN ACCORDANCE WITH AABC MN-1 NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE. B. GUARANTEE: THE TEST AND BALANCE AGENCY SHALL INCLUDE A WARRANTY PERIOD OF NINETY (90) DAYS AFTER COMPLETION AND ACCEPTABLE OF TEST AND BALANCE WORK. DURING THE WARRANTY PERIOD, THE ARCHITECT MAY REQUEST A RE -CHECK OR RE -SETTING OF ANY OUTLET AND SUPPLY FAN. THE TEST AND BALANCE AGENCY SHALL PROVIDE TECHNICIANS, INSTRUMENTS, AND TOOLS TO ASSIST THE ARCHITECT IN CONDUCTING ANY TEST THAT HE MAY REQUIRE DURING THIS TIME. THE FOREGOING SHALL BE IN ADDITION TO THE A.A.M.C. NATIONAL PROJECT CERTIFICATION PERFORMANCE GUARANTEE WHICH SHALL BE FORWARDED WITH SHOP DRAWING DATA AS SPECIFIED HEREIN. 1.5 QUALIFICATIONS SECTION 23 07 00 INSULATION: THERMAL A. AGENCY: COMPANY SPECIALIZING IN TESTING, ADJUSTING, AND BALANCING OF SYSTEMS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE AND CERTIFIED BY AABC OR NEBB. 1.0 GENERAL B. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE ENGINEER. 1.01 SCOPE: PROVIDE PLANT, LABOR, AND MATERIALS TO INSULATE EQUIPMENT, PIPING AND MISCELLANEOUS ITEMS IN THE PIPING AND DUCT SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. A. ACCEPTABLE AGENCIES: TEST PHOENIX AGENCY, SOUTHERN INDEPENDENT TESTING AGENCY INC. OR OTHER AGENCY APPROVED BY ENGINEER. 1.02 NFPA 90A: ALL MATERIALS AND ADHESIVES USED IN OR ON DUCTWORK SHALL CONFORM TO THE REQUIREMENTS OF NFPA 90A AS TO FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 2.0 PRODUCTS 2.0 PRODUCTS A. NATIONAL STANDARDS: TESTING AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH A.A.B.C. NATIONAL STANDARDS. 2.01 INSULATION MATERIALS, GENERAL: INSULATION MATERIALS SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE FOLLOWING: 3.0 EXECUTION 2.01 DUCTWORK INSULATION MATERIALS: 3.1 SCHEDULES A. FIBERGLASS BLANKET INSULATION: FIBERGLASS DUCT INSULATION, ONE AND ONE-HALF (1-1/2) INCH THICK, A. EQUIPMENT REQUIRING TESTING, ADJUSTING, AND BALANCING: ONE (1) POUND PER CUBIC FOOT DENSITY WITH REINFORCED FOIL SCRIM KRAFT VAPOR BARRIER, MINIMUM 1. AIR COILS. THERMAL RESISTANCE OF R-6. 2. AIR HANDLING UNITS. 3. AIR TERMINAL UNITS. B. FIBERGLASS RIGID BOARD INSULATION: FIBERGLASS DUCT BOARD, STIFFNESS OF 800 EI, HEAVY DUTY FOIL 4. FANS. FACING ON EXPOSED SURFACE CONSISTING OF FOIL, FIBERGLASS SCRIM REINFORCEMENT AND TWO LAYERS 5. AIR INLETS AND OUTLETS. OF KRAFT PAPER IN A OIL-KRAFT-SCRIM-KRAFT PATTERN, WITH A THERMAL RESISTANCE OF 6.0. B. REPORT FORMS 2.02 PIPE INSULATION MATERIALS: 1. TITLE PAGE: A. CELLULAR GLASS: ASTM C552; K FACTOR OF 0.29 AT 75 DEGREES F (KSI VALUE OF 0.047 AT 24 DEGREES C); A. NAME OF TESTING, ADJUSTING, AND BALANCING AGENCY 8.0 LB/CU FT (128 KG/CU M) DENSITY. B. ADDRESS OF TESTING, ADJUSTING, AND BALANCING AGENCY C. TELEPHONE AND FACSIMILE NUMBERS OF TESTING, ADJUSTING, AND BALANCING AGENCY B. CELLULAR FOAM: ASTM C534; FLEXIBLE, CELLULAR ELASTOMERIC, MOLDED. D. PROJECT NAME 1. K (KSI) VALUE: 0.27 AT 75 DEGREES F. E. PROJECT LOCATION 2. MAXIMUM SERVICE TEMPERATURE: 220 DEGREES F. F. PROJECT ARCHITECT 3. CONNECTION: WATERPROOF VAPOR RETARDER ADHESIVE. G. PROJECT ENGINEER H. PROJECT CONTRACTOR 2.03 ADHESIVES, MASTICS, SEALANTS: ADHESIVES, MASTICS, SEALANTS SHALL INCLUDE, BUT ARE NOT I. REPORT DATE NECESSARILY LIMITED TO THE FOLLOWING: 2. SUMMARY COMMENTS: A. GLASS FIBER INSULATION (FABRIC AND MASTIC): A. DESIGN VERSUS FINAL PERFORMANCE 1. ADHESIVE: FOSTER 85-20. B. NOTABLE CHARACTERISTICS OF SYSTEM C. DESCRIPTION OF SYSTEMS OPERATION SEQUENCE 2. MASTIC: FOSTER 35-00. D. NOMENCLATURE USED THROUGHOUT REPORT F. TEST CONDITIONS 3.0 EXECUTION 3. INSTRUMENT LIST: 3.01 DUCTWORK: A. INSTRUMENT B. MANUFACTURER A. INTERIOR CONCEALED: DUCTWORK SHALL BE INSULATED EXTERNALLY WITH FIBERGLASS BLANKET WRAP. C. MODEL NUMBER OVERLAP INTERNAL INSULATION A MINIMUM OF ONE FOOT BEYOND ANY SUCH INTERNAL INSULATION, AND D. SERIAL NUMBER VAPOR SEAL RAW END AS SPECIFIED HEREIN FOR JOINTS. ADHERE DUCT INSULATION USING ADHESIVE E. RANGE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE DUCT WIDTH EXCEEDS F. CALIBRATION DATE TWENTY-FOUR INCHES (24"), THE INSULATION SHALL BE ADDITIONALLY SECURED TO THE BOTTOM OF THE DUCT USING MECHANICAL FASTENERS SPACED ONE FOOT (1') ON CENTER. INSULATION SHALL BE APPLIED WITH 4. ELECTRIC MOTORS: EDGES TIGHTLY BUTTED, AND ALL JOINTS AND BREAKS IN THE VAPOR BARRIER SEALED USING GLASS FABRIC A. MANUFACTURER AND MASTIC APPLIED IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. MODEL/FRAME C. HP/BHP AND KW SECTION 23 30 00 D. PHASE, VOLTAGE, AMPERAGE; NAMEPLATE, ACTUAL, NO LOAD HVAC AIR DISTRIBUTION: E. RPM F. SERVICE FACTOR 1.0 GENERAL G. STARTER SIZE, RATING, HEATER ELEMENTS H. SHEAVE MAKE/SIZE/BORE 1.01 SCOPE: PROVIDE ALL AIR DISTRIBUTION DEVICES AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN FOR A COMPLETE AND OPERABLE SYSTEM. 5. V-BELT DRIVE: A. IDENTIFICATION/LOCATION 1.02 RELATION TO OTHER WORK: COORDINATE WITH WORK OF THE CEILING, DRYWALL, AND PLASTERING B. REQUIRED DRIVEN RPM TRADES AS REQUIRED TO INSURE AN ORDERLY PROGRESSION OF WORK AND A FIRST CLASS FINISHED SYSTEM C. DRIVEN SHEAVE, DIAMETER AND RPM WITH RESPECT TO PLACEMENT, ALIGNMENT, FINISH, GENERAL FIT, AND ABSENCE OF CONFLICT WITH LIGHTING D. BELT, SIZE AND QUANTITY SYSTEMS AND FIRE PROTECTION SYSTEMS. E. MOTOR SHEAVE DIAMETER AND RPM F. CENTER TO CENTER DISTANCE, MAXIMUM, MINIMUM, AND ACTUAL 1.03 DESIGN CONDITIONS: 6. COOLING COIL DATA: A. ACOUSTICAL: NOISE PRODUCED AT EACH DIFFUSER, REGISTER, GRILLE, OR OTHER AIR DISTRIBUTION DEVICE A. IDENTIFICATION/NUMBER SHALL NOT EXCEED A NOISE CRITERIA LEVEL OF 25 NC. B. LOCATION C. SERVICE B. PRESSURE DROP ACROSS ANY AIR DISTRIBUTION DEVICE SHALL NOT EXCEED 0.10 IN W.G. STATIC. D. MANUFACTURER E. AIR FLOW, DESIGN AND ACTUAL C. GUARANTEE: AIR DISTRIBUTION EQUIPMENT SHALL BE GUARANTEED BY THE MANUFACTURER TO OPERATE F. ENTERING AIR DB TEMPERATURE, DESIGN AND ACTUAL WITHOUT EXCESSIVE NOISE AND WITH VELOCITIES IN THE FIVE FOOT OCCUPANCY ZONE, WHEN HANDLING AIR G. ENTERING AIR WB TEMPERATURE, DESIGN AND ACTUAL WITH TEMPERATURE DIFFERENTIALS AS HIGH AS 25 DEGREES, NOT TO EXCEED 30 FPM AT 2 DEGREE DIFFERENCE, H. LEAVING AIR DB TEMPERATURE, DESIGN AND ACTUAL 50 FPM AT 1-1/2 DEGREE DIFFERENCE, OR 75 FPM AT A 1 DEGREE DIFFERENCE WHEN OPERATING WITH AN I. LEAVING AIR WB TEMPERATURE, DESIGN AND ACTUAL AVERAGE 75 DEGREE ROOM TEMPERATURE AND MEASURED NO CLOSER THAN 6 INCHES FROM A WALL J. WATER FLOW, DESIGN AND ACTUAL SURFACE. K. WATER PRESSURE DROP, DESIGN AND ACTUAL L. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL 1.04 MANUFACTURER: TITUS, PRICE, METAL AIRE, OR OTHER APPROVED PRIOR TO BID. MANUFACTURERS STYLE M. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL AND SERIES NUMBERS INDICATED ARE EXAMPLES OF PRODUCTS TO BE PROVIDED. N. AIR PRESSURE DROP, DESIGN AND ACTUAL 1.05 APPEARANCE: EACH AIR DISTRIBUTION DEVICE WHICH HAS A PORTION THEREOF (FRAME, CORE, ETC.) 7. AIR MOVING EQUIPMENT: EXPOSED TO VIEW IN THE FINISHED AREA SHALL HAVE A FACTORY APPLIED FINISH WHICH MATCHES AND IS A. LOCATION COMPATIBLE WITH THE COLOR OF THE SURROUNDING SURFACE ON WHICH THE DEVICE IS INSTALLED. B. MANUFACTURER COLORS MUST BE APPROVED BY ARCHITECT PRIOR TO DEVICE FABRICATION. C. MODEL NUMBER D. SERIAL NUMBER 2.0 PRODUCTS E. ARRANGEMENT/CLASS/DISCHARGE F. AIR FLOW, SPECIFIED AND ACTUAL 2.01 CEILING & WALL MOUNTED CONDITIONED AIR SUPPLY DIFFUSERS, RETURN AIR AND EXHAUST AIR G. RETURN AIR FLOW, SPECIFIED AND ACTUAL REGISTERS. H. OUTSIDE AIR FLOW, SPECIFIED AND ACTUAL I. TOTAL STATIC PRESSURE (TOTAL EXTERNAL), SPECIFIED AND ACTUAL A. DESIGNATED ON DRAWINGS BY THE MANNER OF INDICATED SYSTEM FUNCTION FOR THE DEVICE. J. INLET PRESSURE K. DISCHARGE PRESSURE B. SPONGE RUBBER GASKETS. L. SHEAVE MAKE/SIZE/BORE M. NUMBER OF BELTS/MAKE/SIZE C. ALUMINUM OR STEEL, AS SPECIFIED. N. FAN RPM D. COMPANION ADJUSTABLE VOLUME DAMPERS. 8. AIR DISTRIBUTION TEST SHEET: A. AIR TERMINAL NUMBER E. PROVIDED WITH INSULATED BACKS. B. ROOM NUMBER/LOCATION C. TERMINAL TYPE 3.0 EXECUTION D. TERMINAL SIZE E. AREA FACTOR 3.01 GENERAL: F. DESIGN VELOCITY G. DESIGN AIR FLOW A. INSTALL NEATLY WHERE INDICATED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN H. TEST (FINAL) VELOCITY ACCORDANCE WITH SMACNA RECOMMENDATIONS AND AS OTHERWISE INDICATED. I. TEST (FINAL) AIR FLOW J. PERCENT OF DESIGN AIR FLOW B. PROPERLY TEST, BALANCE AND ADJUST TO PRODUCE QUIET, DRAFTLESS OPERATING TO BEST DEGREE POSSIBLE. 3.02 SQUARE AIR DEVICES: WHERE DIFFUSERS ARE IN LAY -IN TYPE, THEY SHALL BE SUPPORTED BY THE INVERTED T-BAR SUSPENSION SYSTEM, BUT ALL DUCTS CONNECTED THERETO SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING AS SPECIFIED UNDER SECTION ENTITLED "DUCTWORK". SURFACE MOUNTED DIFFUSERS SHALL BE SUPPORTED BY THE DUCT RUNOUTS OR DROPS WHERE SHEET METAL DUCTS ARE INDICATED AND BY SEPARATE HANGERS WHERE FLEX RUNOUTS ARE INDICATED. ALL RECTANGULAR CEILING DIFFUSERS SHALL BE INSTALLED WITH THEIR LINES PARALLEL AND PERPENDICULAR TO THE BUILDING LINE AND PROPERLY ALIGNED WITH CEILING. SECTION 23 31 00 HVAC DUCTS AND CASINGS: 1.0 GENERAL 1.01 SCOPE: PROVIDE COMPLETE DUCT SYSTEMS AS INDICATED. SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: OUTSIDE AIR, EXHAUST AIR, AND AIR CONDITIONING SUPPLY AND RETURN AIR DUCT SYSTEMS AS SHOWN ON DRAWINGS. DRAWING SCALES PROHIBIT THE INDICATION OF ALL OFFSETS, FITTINGS, AND LIKE ITEMS; HOWEVER, THESE ITEMS SHALL BE INSTALLED AS REQUIRED FOR THE ACTUAL PROJECT CONDITIONS AT NO CHANGE IN CONTRACT PRICE. A. ITEMS INCLUDED: THIS SECTION GENERALLY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING MAJOR ITEMS: 1. SHEET METAL DUCTWORK. 2. DUCT SYSTEM ACCESSORIES. A. FLEXIBLE DUCT CONNECTIONS. B. TURNING VANES. C. MANUAL VOLUME DAMPERS. D. ACCESS DOORS. F NI WORK". 1.02 SHOP DRAWINGS: REFER TO SECTION ENTITLED "COMMON REQUIREMENTS OR MECHA CAL O INCLUDE COMPLETE DATA FOR; FLEXIBLE DUCT, FLEXIBLE CONNECTORS, TURNING VANES, MANUAL VOLUME DAMPERS; ACCESS DOORS; FLEXIBLE CONNECTORS; MANUAL VOLUME DAMPERS AND ADHESIVES. 1.03 DEFINITIONS: A. "SMACNA" MEANS "SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC." B. LOW PRESSURE DUCTWORK: ANY AND ALL DUCTWORK CONVEYING AIR OR OTHER GASES AT VELOCITIES LESS THAN 2000 FPM AND STATIC PRESSURE LESS THAN 2.0 INCHES W.G. THIS DUCTWORK MAY ALSO BE REFERRED TO IN THESE SPECIFICATIONS AS "LOW VELOCITY DUCTWORK". SMACNA "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE," THIRD EDITION, 2005, SHALL GOVERN CONSTRUCTION OF THIS DUCTWORK UNLESS OTHERWISE SPECIFIED; CONSTRUCT DUCT IN ACCORDANCE THEREWITH. 2.0 PRODUCTS 2.01 LOW PRESSURE SHEET METAL DUCTWORK: SYSTEMS OPERATING AT TWO INCHES OF WATER STATIC PRESSURE OR LESS, SHALL, UNLESS SPECIFICALLY SPECIFIED OTHERWISE, CONFORM TO THE FOLLOWING REQUIREMENTS: A. MATERIAL: PRIME QUALITY 48" WIDE, TIGHT COAT GALVANIZED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-526. B. REINFORCING, CROSS BREAKING, SEAMS, JOINTS: BE IN ACCORDANCE WITH LATEST SMACNA CONSTRUCTION STANDARD FOR LOW PRESSURE SHEET METAL DUCT. 2.02 LOW PRESSURE ROUND DUCTWORK: DUCT SHALL BE MADE USING GALVANIZED STEEL AS PER ASTM A-527 G-90 WITH LONGITUDINAL SNAP -LOCK. 2.03 FIBERGLASS DUCT BOARD: FIBERGLASS DUCT BOARD WITH A MINIMUM 6.0 R-VALUE. DUCT BOARD SHALL BE INSTALLED PER SMACNA "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS" AND SHALL HAVE COATED AIR STREAM SURFACE WITH EPA REGISTERED BIOCIDE COATING TO PROHIBIT MICROBIAL GROWTH. COATING SHALL MEET MINIMUM REQUIREMENTS OF ASTM 1338, ASTM G 21 (FUNGI TEST) AND ASTM G 22 (BACTERIA TEST). SEALING OPTIONS ARE UL APPROVED PRESSURE SENSITIVE TAPE, UL APPROVED PRESSURE MASTIC AND GLASS FABRIC, UL APPROVED HEAT -ACTIVATED TAPE. APPLY ALL JOINT/SEAM SEALANTS PER MANUFACTURERS INSTRUCTIONS, 2.04 INSULATED FLEXIBLE DUCTS: FLEXIBLE DUCT SHALL CONSIST OF SPIRAL WOUND HELIX COIL WITH TRILAMINATE INNER FABRIC. CORE SHALL BE COVERED WITH FACTORY APPLIED ONE INCH, ONE POUND PER CUBIC FOOT FIBERGLASS INSULATION OF 0.23 THERMAL CONDUCTANCE SHEATHED IN A SEAMLESS EXTERIOR CLASS 1 VAPOR BARRIER JACKET REINFORCED ALUMINUM FOIL METALIZED JACKET. CONNECTIONS SHALL BE MADE USING QUADRANT DAMPERED TWIST -IN TYPE FITTINGS WITH EXTRACTOR SCOOPS AND VOLUME DAMPER. DUCT SHALL BE NFPA 90A, CLASS 1 (UL 181), FLAME SPREAD LESS THAN 25 AND SMOKE DEVELOPED LESS THAN 50. PROVIDE IN FACTORY FINISHED LENGTHS NOT IN EXCESS OF 64TO MAKE SUITABLE CONNECTIONS WITH MINIMUM PRESSURE DROP WITH "SPIN -IN" FITTING WITH INTEGRAL DAMPER AT CONNECTION TO MAIN DUCT BRANCH. 2.06 DUCT SYSTEM ACCESSORIES: A. GENERAL: 1. PROVIDE ALL NECESSARY DUCT SYSTEM ACCESSORIES TO ASSURE PROPER BALANCE, QUIET AND DRAFTLESS DISTRIBUTION AND CONVEYANCE, AND MINIMIZATION OF TURBULENCE, NOISE AND PRESSURE DROP FOR ALL SUPPLY, RETURN, EXHAUST, AND VENTILATION AIR QUANTITIES INDICATED. B. FLEXIBLE DUCT CONNECTIONS: 1. PROVIDED WHERE AIR HANDLERS, FANS AND BLOWERS CONNECT TO DUCTWORK WHEN NOT INTERNALLY ISOLATED. 2. AT LEAST 4 INCHES LONG. 3. CONNECTED ON EACH SIDE TO METAL (METAL DUCTWORK, AIR HANDLING APPARATUS, OR HEAVY GAUGE STEEL SLEEVES). 4. FOR USE IN LOW PRESSURE DUCT SYSTEMS. C. LOW PRESSURE METAL TURNING VANES: PROVIDE IN ALL ELBOWS, BENDS AND TEES OF ALL LOW VELOCITY SUPPLY AIR DUCTS WHETHER OR NOT SHOWN IN DETAIL; PROVIDE IN ALL ELBOWS, BENDS AND TEES OF ALL OTHER LOW VELOCITY DUCTS WHERE PORTIONS OF SUCH DUCTS CONVEY AIR AT GREATER THAN 700 FPM AVERAGE VELOCITY. ADEQUATE RIGIDITY AND STRENGTH TO BE COMPLETE FLUTTER -PROOF; PROPERLY DESIGNED; PERMANENTLY FIXED TYPE. ALUMINUM, STEEL WITH CORROSION RESISTANT COATING, OR GALVANIZED STEEL. AIR FOIL TYPE IN ALL MITERED ELBOWS, MITERED BENDS AND MITERED TEES. AIR FOIL TYPE MUST BE MANUFACTURED BY TITUS, TUTTLE & BAILEY, ANEMOSTAT, WATERLOO, METAL-AIRE, BARBER-COLMAN, "AIRTURNS", TUTTLE & BAILEY "DUCTURNS", OR DURA-DYNE "VR" WITH 24 GAUGE RAILS AND HOLLOW VANES. D. MANUAL VOLUME DAMPERS: (OTHER THAN THOSE SPECIFIED AS BEING INTEGRAL WITH EACH REGISTER, DIFFUSER AND OTHER AIR OUTLET OR INLET): 1. PROVIDE WHERE INDICATED IN THE COMPLETE AIR DISTRIBUTION SYSTEM(S) (INCLUDING DUCTWORK, RETURN AIR PLENUMS, ETC.) TO ALLOW COMPLETE BALANCING OF THE AIR SUPPLY, RETURN, VENTILATION AND EXHAUST SYSTEM(S). m 2. OPPOSED BLADE TYPE. z oc 3. AN 8" MAXIMUM BLADE WIDTH. rM rt 1NER GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn JL Designed JL FOR JHG Job no. 22185 u THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS f DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED 'P^ ?I In AIn.-I IPPM-Y' C 51^1M t^ ^n /'nICtD11/"tl/11 ISSUE DATE BY: REVIEW 08126122 MK PERMIT 08126/22 MK REV. kEV. -- REV. -- REV. REV. REV. - REV. 42 V) U Q O U O u ♦ EN Gn �� • ■ o. 1 00 F ♦F *ss■ Joseph H. Griner II P . FL. 39491 a SHEET TITLE MECHANICAL - SPECIFICATIONS _1 ■ MECHANICAL SPECIFICATIONS 4. MADE OF GALVANIZED STEEL OR STEEL WITH A SPRAYED OR DIPPED ALUMINUM RUST RESISTANT FINISH; FLUTTER -PROOF. 5. PROVIDED SO THAT ALL DAMPER ADJUSTMENTS CAN BE MADE FROM OUTSIDE THE COMPLETED DUCTWORK WITHOUT NECESSITY FOR PUNCTURING OR OTHERWISE PENETRATING DUCTWORK AND/OR ITS VAPOR BARRIER. 6. FULLY ADJUSTABLE AND WITH LOCKING DEVICE. 7. PROVIDED AT A POINT IN THE DUCTWORK WHICH IS A SUFFICIENT DISTANCE UPSTREAM FROM AN OUTLET (OR DOWNSTREAM FROM AN INLET) TO ATTENUATE OBJECTIONABLE NOISE DUE TO DAMPER THROTTLING AND TO PRECLUDE ADVERSE AFFECTS ON THE DISTRIBUTION CHARACTERISTICS (THROW, DROP, PATTER, ETC.) OF THE AIR DISTRIBUTION DEVICE. E. LOW PRESSURE DUCT ACCESS DOORS: 1. PROVIDED FOR: FIRE DAMPER AND WHERE ACCESS IS OTHERWISE NECESSARY. 2. FACTORY PREFABRICATED DOUBLE WALL INSULATED TYPE OF 24 US GAUGE GALVANIZED STEEL (OF SAME OR THICKER GAUGE THAN DUCTWORK PANEL IN WHICH INSTALLED, WHICHEVER IS GREATER). 3. MINIMUM SIZE SHALL BE AS LARGE AS IS COMPATIBLE WITH DUCT SIZE 4. DOORS SHALL BE PROVIDED WITH HAND OPERATED ADJUSTABLE TENSION CATCHES AND SHALL BE COMPLETELY GASKETED AROUND THEIR PERIMETERS. DOORS SHALL BE VENTLOCK "ACCESS DOORS". INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING VENTLOCK #360 SEALANT. 3.0 EXECUTION III 3.01 GENERAL: i A. CONSTRUCT ALL DUCTWORK AND ACCESSORIES IN ACCORDANCE WITH THE LATEST INDICATED EDITIONS OF APPLICABLE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION CONSTRUCTION STANDARDS. B. STREAMLINE ALL DUCTWORK TO THE FULL EXTENT PRACTICAL AND EQUIP WITH PROPER AND ADEQUATE DEVICES TO ASSURE PROPER BALANCE AND QUIET DRAFT LESS DISTRIBUTION OF INDICATED AIR QUANTITIES. I C. PROTECT ALL DUCTWORK AND SYSTEM ACCESSORIES FROM DAMAGE DURING CONSTRUCTION UNTIL ARCHITECT'S FINAL ACCEPTANCE OF PROJECT. D. PRIOR TO DUCTWORK FABRICATION, VERIFY IF ALL DUCTWORK AS DIMENSIONED AND GENERALLY SHOWN WILL SATISFACTORILY FIT ALLOCATED SPACES. TAKE PRECAUTIONS TO AVOID SPACE INTERFERENCES WITH BEAMS, COLUMNS, JOISTS, PIPES, LIGHTS, CONDUIT, OTHER DUCTS, EQUIPMENT, ETC. NOTIFY ARCHITECT IF ANY SPATIAL CONFLICTS EXIST, AND THEN OBTAIN ARCHITECT'S APPROVAL OF NECESSARY ROUTING. MAKE ANY SUCH NECESSARY REVISIONS WHICH ARE MINOR AT NO ADDITIONAL COST. E. CAREFULLY CORRELATE ALL DUCT CONNECTIONS TO AIR HANDLING UNITS AND FANS TO PROVIDE PROPER CONNECTIONS, ELBOWS AND BENDS WHICH MINIMIZE NOISE AND PRESSURE DROP. F. PROPERLY SUSPEND ALL DUCTWORK SO THAT NO OBJECTIONABLE CONDITIONS RESULT (SUCH AS VIBRATION, SAGGING, ETC.). G. INSTALL HORIZONTAL RIGID DUCTWORK AS HIGH AS PRACTICAL ABOVE SUSPENDED CEILINGS SO THAT MOVABLE LIGHT FIXTURES MAY BE RELOCATED WITHOUT INTERFERENCE TO MEET ANY FUTURE PARTITION RELOCATION REQUIREMENTS. H. INSTALL ALL FLEXIBLE ROUND DUCTS WITHOUT KINKS OR SIMILAR OBSTRUCTIONS SO THAT PRESSURE DROP IS MINIMIZED. CUT AND REMOVE EXCESS LENGTHS AS NECESSARY. 3.02 HANGERS AND SUPPORTS: A. GENERAL: COMPLY WITH LATEST APPLICABLE SMACNA CONSTRUCTION STANDARDS. B. SUPPORTS: VERTICAL RISERS AND OTHER DUCT RUNS WHERE THE METHOD OF SUPPORT SPECIFIED ABOVE IS NOT APPLICABLE SHALL BE SUPPORTED BY SUBSTANTIAL ANGLE BRACKETS DESIGNED TO MEET FIELD CONDITIONS AND INSTALLED TO ALLOW FOR DUCT EXPANSION. C. FASTENERS: SECURE HANGERS TO STEEL BEAMS OR METAL DECK WITH BEAM CLAMPS TO DROP THROUGH CONNECTIONS FROM METAL OR CONCRETE DECK. REFER TO THE REQUIREMENTS OF THE SECTION ENTITLED "COMMON REQUIREMENTS FOR MECHANICAL WORK". 3.03 INSULATED DUCT: WHERE DUCTS WILL BE INSULATED, MAKE PROVISION FOR NEAT INSULATION FINISH AROUND DAMPER OPERATING QUADRANTS, SPUTTER ADJUSTMENT CLAMPS, ACCESS DOORS, AND SIMILAR OPERATING DEVICES. A METAL COLLAR EQUIVALENT IN DEPTH TO INSULATION THICKNESS AND OF SUITABLE SIZE TO WHICH INSULATION MAY BE FINISHED SHALL BE MOUNTED ON DUCT. 3.03 OTHER REQUIREMENTS: A. IF DUCTWORK MATERIALS ARE INSTALLED WHICH DO NOT MEET THESE SPECIFICATIONS, CONTRACTOR SHALL REMOVE SUCH DUCTWORK MATERIALS AND REPLACE THEM WITH THE SPECIFIED MATERIALS. ANY DELAY IN JOB PROGRESS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SECTION 23 34 00 HVAC FANS: 1.01 CEILING MOUNTED CABINET EXHAUST FANS: A. MANUFACTURERS: GREENHECK CORP., LOREN COOK COMPANY, PENN VENTILATION OR OTHER APPROVED PRIOR TO BID. B. CENTRIFUGAL FAN UNIT: DIRECT DRIVEN WITH INJECTION MOLDED RESIN GALVANIZED STEEL HOUSING LINED WITH 1/2 INCH ACOUSTIC INSULATION, RESILIENT MOUNTED MOTOR, GRAVITY BACKDRAFT DAMPER IN DISCHARGE OPENING, INTEGRAL OUTLET DUCT COLLAR. DISCHARGE POSITION CONVERTIBLE BY MOVING INTERCHANGEABLE PANELS. 1. DISCONNECT SWITCH: CORD AND PLUG IN HOUSING FAN MOUNTED TOGGLE SWITCH FOR THERMAL OVERLOAD PROTECTED MOTOR, 2. GRILLE: MOLDED WHITE PLASTIC ALUMINUM WITH BAKED WHITE ENAMEL FINISH PAINTED STEEL. 3. WHEEL: DWDI CENTRIFUGAL FORWARD CURVED TYPE CONSTRUCTED OF INJECTION MOLDED OR POLYPROPYLENE RESIN. 4. MOTOR: OPEN DRIP PROOF TYPE WITH PERMANENTLY LUBRICATED SEALED BEARINGS AND THERMAL OVERLOAD PROTECTION. 2.01 CENTRIFUGAL ROOF EXHAUST FANS: A. MANUFACTURERS: GREENHECK CORP., LOREN COOK COMPANY, PENN VENTILATION OR APPROVED EQUAL. B. DESCRIPTION 1. HOUSING: REMOVABLE SPUN ALUMINUM FAN SHROUD WITH STAINLESS STEEL HARDWARE. ALUMINUM CURB CAP AND WINDBAND WITH ALUMINUM BIRDSCREEN. 2. DISCONNECT SWITCH: NEMA 1 SWITCH FACTORY MOUNTED WITHIN THE MOTOR COMPARTMENT AND ACCESSIBLE THRU THE REMOVABLE FAN SHROUD. 3. WHEEL: CENTRIFUGAL BACKWARD INCLINED CONSTRUCTED OF ALUMINUM. WHEEL SHALL BE STATICALLY AND DYNAMICALLY BALANCED. 4. MOTOR: OPEN DRIP PROOF TYPE WITH PERMANENTLY LUBRICATED SEALED BEARINGS AND THERMAL OVERLOAD PROTECTION. C. ROOF CURBS 1. CONTRACTOR SHALL PROVIDE FACTORY SUPPLIED ROOF CURB, 16 GAUGE PERIMETER MADE OF ZINC COATED STEEL WITH SUPPLY AND RETURN AIR GASKETING AND WOOD NAILER STRIPS. SHIP KNOCKED DOWN AND PROVIDED WITH INSTRUCTIONS FOR EASY ASSEMBLY. 2. CURB SHALL BE MANUFACTURED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION GUIDELINES. SECTION 23 81 03 PACKAGED ROOFTOP AIR CONDITIONING UNITS: 1.0 GENERAL 1.01 WARRANTY A. PROVIDE PARTS WARRANTY (EXCLUDING REFRIGERANT) FOR ONE YEAR FROM START-UP OR 18 MONTHS FROM SHIPMENT, WHICHEVER OCCURS FIRST. B. PROVIDE FIVE-YEAR EXTENDED WARRANTY FOR COMPRESSORS. 2.0 PRODUCTS 2.01 SUMMARY A. THE CONTRACTOR SHALL FURNISH AND INSTALL PACKAGE ROOFTOP UNIT(S) AS SHOWN AND SCHEDULED ON THE CONTRACT DOCUMENTS. THE UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH THIS SPECIFICATION AND PERFORM AT THE SPECIFIED CONDITIONS AS SCHEDULED. B. APPROVED MANUFACTURERS: 1. DAIKIN, YORK, AND CARRIER OR OTHER APPROVED PRIOR TO BID. 2.02 GENERAL UNIT DESCRIPTION A. UNIT(S) FURNISHED AND INSTALLED SHALL BE COOLING ONLY PACKAGED ROOFTOP (S) AS SCHEDULED ON CONTRACT DOCUMENTS AND THESE SPECIFICATIONS. COOLING CAPACITY RATINGS SHALL BE BASED ON ARI STANDARD 210. UNIT(S) SHALL CONSIST OF INSULATED WEATHER -TIGHT CASING WITH COMPRESSOR(S), AIR- COOLED CONDENSER COIL, CONDENSER FANS, EVAPORATOR COIL, RETURN -AIR FILTERS, SUPPLY MOTORS AND UNIT CONTROLS AND DRIVES. 2.03 UNIT CASING A. CABINET: GALVANIZED STEEL, PHOSPHATIZED, AND FINISHED WITH AN AIR-DRY PAINT COATING WITH REMOVABLE ACCESS PANELS. STRUCTURAL MEMBERS SHALL BE 18 GAUGE WITH ACCESS DOORS AND REMOVABLE PANELS OF MINIMUM 20 GAUGE. B. UNITS CABINET SURFACE SHALL BE TESTED 1000 HOURS IN SALT SPRAY TEST IN COMPLIANCE WITH ASTM Bl 17. C. CABINET CONSTRUCTION SHALL ALLOW FOR ALL SERVICE/ MAINTENANCE FROM ONE SIDE OF THE UNIT. D. CABINET TOP COVER SHALL BE ONE PIECE CONSTRUCTION OR WHERE SEAMS EXIT, IT SHALL BE DOUBLE - HEMMED AND GASKET -SEALED. E. ACCESS PANELS: WATER- AND AIR -TIGHT PANELS WITH HANDLES SHALL PROVIDE ACCESS TO FILTERS, HEATING SECTION, RETURN AIR FAN SECTION, SUPPLY AIR FAN SECTION, EVAPORATOR COIL SECTION, AND UNIT CONTROL SECTION. F. UNITS BASE PAN SHALL HAVE A RAISED 1 1/8 INCH HIGH LIP AROUND THE SUPPLY AND RETURN OPENINGS FOR WATER INTEGRITY. G. INSULATION: PROVIDE 1/2 INCH THICK FIBERGLASS INSULATION WITH FOIL FACE ON ALL EXTERIOR PANELS IN CONTACT WITH THE RETURN AND CONDITIONED AIR STREAM. ALL EDGES MUST BE CAPTURED SO THAT THERE IS NO INSULATION EXPOSED IN THE AIR STREAM. 2.04 FANS AND MOTORS A. PROVIDE EVAPORATOR FAN SECTION WITH FORWARD CURVED, DOUBLE WIDTH, DOUBLE INLET, CENTRIFUGAL TYPE FAN. B. PROVIDE SELF -ALIGNING, GREASE LUBRICATED, BALL OR SLEEVE BEARINGS WITH PERMANENT LUBRICATION FITTINGS. C. PROVIDE UNITS 5 TONS AND BELOW WITH DIRECT DRIVE, MULTIPLE SPEED, DYNAMICALLY BALANCED SUPPLY FANS. D. PROVIDE UNITS 6 TONS AND ABOVE WITH BELT DRIVEN, SUPPLY FANS WITH ADJUSTABLE MOTOR SHEAVES. E. OUTDOOR AND INDOOR FAN MOTORS SHALL BE PERMANENTLY LUBRICATED AND HAVE INTERNAL THERMAL OVERLOAD PROTECTION. F. OUTDOOR FANS SHALL BE DIRECT DRIVE, STATICALLY AND DYNAMICALLY BALANCED, DRAW THROUGH IN THE VERTICAL DISCHARGE POSITION. G. PROVIDE SHAFTS CONSTRUCTED OF SOLID HOT ROLLED STEEL, GROUND AND POLISHED, WITH KEY -WAY, AND PROTECTIVELY COATED WITH LUBRICATING OIL. 2.05 EVAPORATOR COIL A. PROVIDE CONFIGURED ALUMINUM FIN SURFACE MECHANICALLY BONDED TO COPPER TUBING COIL. B. PROVIDE AN INDEPENDENT EXPANSION DEVICE FOR EACH REFRIGERATION CIRCUIT. FACTORY PRESSURE TESTED AT 450 PSIG AND LEAK TESTED AT 200 PSIG. C. PROVIDE A REMOVABLE, REVERSIBLE, CLEANABLE DOUBLE SLOPED DRAIN PAN FOR BASE OF EVAPORATOR COIL CONSTRUCTED OF PVC. 2.06 CONDENSER SECTION A. PROVIDE VERTICAL DISCHARGE, DIRECT DRIVE FANS WITH ALUMINUM BLADES. FANS SHALL BE STATICALLY BALANCED. MOTORS SHALL BE PERMANENTLY LUBRICATED, WITH INTEGRAL THERMAL OVERLOAD PROTECTION IN A WEATHER TIGHT CASING. 2.07 REFRIGERATION SYSTEM A. COMPRESSOR(S): PROVIDE DIRECT -DRIVE HERMETIC, RECIPROCATING TYPE COMPRESSOR(S) WITH CENTRIFUGAL OIL PUMP PROVIDING POSITIVE LUBRICATION TO MOVING PARTS AND AUTOMOTIVE TYPE PISTONS, RINGS TO PREVENT GAS LEAKAGE, INTERNAL SUCTION AND DISCHARGE VALVES AND CRANKCASE HEATER. MOTOR SHALL BE SUCTION GAS-COOLED WITH INTERNAL TEMPERATURE AND CURRENT SENSITIVE MOTOR OVERLOADS. INTERNALLY ISOLATED MOTORS ON SPRINGS. B. COMPRESSOR(S): PROVIDE SCROLL COMPRESSOR WITH DIRECT DRIVE OPERATING AT 3600 RPM. INTEGRAL CENTRIFUGAL OIL PUMP. PROVIDE SUCTION GAS COOLED MOTOR WITH WINDING TEMPERATURE LIMITS AND COMPRESSOR OVERLOADS. C. UNITS SHALL HAVE COOLING CAPABILITIES DOWN TO 0 DEGREE F AS STANDARD. FOR FIELD -INSTALLED LOW AMBIENT ACCESSORY, THE MANUFACTURER SHALL PROVIDE A FACTORY -AUTHORIZED SERVICE TECHNICIAN THAT WILL ASSURE PROPER INSTALLATION AND OPERATION. 2.08 OPERATING CONTROLS A. PROVIDE FACTORY -WIRED ROOF TOP UNITS WITH 24-VOLT ELECTRO-MECHANICAL CONTROL CIRCUIT WITH CONTROL TRANSFORMERS, CONTACTORS PRESSURE LUGS OR TERMINAL BLOCK FOR POWER WIRING. CONTRACTOR TO PROVIDE [DISCONNECT DEVICE]. UNITS SHALL HAVE SINGLE POINT POWER CONNECTION AS STANDARD. FIELD WIRING OF ZONE CONTROLS TO BE NEC CLASS II. B. PROVIDE FACTORY -INSTALLED INDOOR EVAPORATOR DEFROST CONTROL TO PREVENT COMPRESSOR SLUGGING BY INTERRUPTING COMPRESSOR OPERATION. C. PROVIDE AN ANTI -CYCLE TIMING AND MINIMUM ON/OFF BETWEEN STAGES TIMING IN THE MICROPROCESSOR. D. THERMOSTAT: 7 DAY PROGRAMMABLE ELECTRONIC SPACE THERMOSTAT WITH MULTIPLE STAGE HEATING AND SINGLE STAGE COOLING WITH AUTOMATIC CHANGEOVER AND HEATING SETBACK AND COOLING SETUP CAPABILITY. FURNISH SYSTEM SELECTOR SWITCH OFF -HEAT -AUTO -COOL AND FAN CONTROL SWITCH, AUTO - ON. 2.09 ROOF CURBS A. CONTRACTOR SHALL PROVIDE FACTORY SUPPLIED ROOF CURB, 16 GAUGE PERIMETER MADE OF ZINC COATED STEEL WITH SUPPLY AND RETURN AIR GASKETING AND WOOD NAILER STRIPS. SHIP KNOCKED DOWN AND PROVIDED WITH INSTRUCTIONS FOR EASY ASSEMBLY. B. CURB SHALL BE MANUFACTURED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION GUIDELINES. 3.0 EXECUTION 3.01 INSTALLATION A. CONTRACTOR SHALL INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. MOUNT UNITS ON FACTORY BUILT ROOF MOUNTING FRAME PROVIDING WATERTIGHT ENCLOSURE TO PROTECT DUCTWORK AND UTILITY SERVICES. INSTALL ROOF MOUNTING CURB LEVEL. U z z N to a m r u THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. Im rmmmr41NFr4 GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn JL Designed JL FOR JHG Job no. 22185 • THE DRAWINGS $ DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 262e FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 08/26/22 MK PERMIT 08/26/22 MK REV. REV. REv. REV. - - REV. REV. REV. - O O N o� 0 N v 1 F� W p� N p • 1 W � Fil 41, H O �T1 HENRY M�♦ • 3 91 i OF i • �� �•. All Joseph H. Griner E. FL. 39491 SHEET TITLE MECHANICAL SPECIFICATIONS SHEET NUMBER M5 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING SYMBOL DESCRIPTION MOUNTING ®2 X 2 FLUORESCENT FIXTURE SEE FIXTURE DUPLEX RECEPTACLE, 125V, 15A 18" AFF OR AS X (LETTER INDICATES TYPE) SCHEDULE NOTED F2 X 4 FLUORESCENT FIXTURE SEE FIXTURE DUPLEX RECEPTACLE, 125V, 15A 48" AFF OR AS -T,_7 X (LETTER INDICATES TYPE) SCHEDULE NOTED ® SHADING DENOTES FIXTURE WITH EM BATTERY PACK.'NL' DENOTES FIXTURE IS SEE FIXTURE QUAD RECEPTACLE, 125V, 15A 18" AFF OR AS SCHEDULE NOTED X UNSWITCHED FOR NIGHT LIGHT J FLUORESCENT STRIP FIXTURE SEE FIXTURE SINGLE RECEPTACLE, 208V OR 240V 18" AFF OR AS �I X (LETTER INDICATES TYPE) SCHEDULE NOTED Ep:--] FLUORESCENT WALL BRACKET FIXTURE SEE FIXTURE CEILING/WALL MOUNTED BOX WITH 15A SEE DETAIL OR X (LETTER INDICATES TYPE) SCHEDULED DUPLEX RECP. AND DATA OUTLET, AS NOTED OX RECESSED DOWN LIGHT SEE FIXTURE CEILING/WALL MOUNT JUNCTION BOX SEE DETAIL OR (LETTER INDICATES TYPE) SCHEDULE AS NOTED EXTERIOR DOWNLIGHT FIXTURE SEE FIXTURE Jg FLOOR MOUNT JUNCTION BOX SEE DETAIL OR X (LETTER INDICATES TYPE) SCHEDULE AS NOTED -'�� ��=� EXTERIOR WALL MOUNTED FIXTURE SEE FIXTURE ((� FLOOR BOX WITH 15A DUPLEX RECP. AND SEE DETAIL OR X (LETTER INDICATES TYPE) SCHEDULE Ti DATA OUTLET. AS NOTED INTERIOR PENDANT FIXTURE SEE FIXTURE ® POWER/TELEPHONE POLE SEE DETAIL OR X (LETTER INDICATES TYPE) SCHEDULE AS NOTED O CHANDELIER SEE FIXTURE COMBINATION VOICE/DATA OUTLET 18" AFF OR AS SCHEDULE NOTED &X EXTERIOR SURFACE MOUNT FIXTURE SEE FIXTURE DATA OUTLET 18" AFF OR AS (LETTER INDICATES TYPE) SCHEDULE NOTED CEILING FAN SEE FIXTURE VOICE OUTLET 18" AFF OR AS SCHEDULE NOTED �p EXIT -SHADING DENOTES FACEPLATE LOCATION (LETTER INDICATES TYPE) SEE FIXTURE F FAX OUTLET 18"AFF OR AS r� EX SCHEDULE NOTED - PROVIDE ARROWS AS REQUIRED X DENOTES EMERGENCY WALL PACK SEE FIXTURE CR CARD READER COORDINATE (LETTER INDICATES TYPE) SCHEDULE W/INSTALL V DENOTES TRACK LIGHTING (LETTER INDICATES TYPE) SEE FIXTURE SCHEDULE TV T.V. OUTLET 18" AFF OR AS NOTED X S S3 D SINGLE POLE SWITCH (20A-120/277) '3' 48" AFF OR AS PANELBOARD 120/208V SEE PANEL DENOTES 3-WAY 'D' DENOTES DIMMER NOTED SCHEDULE ST 'T' DENOTES TOGGLE SWITCH 48" AFF OR AS 0 PANELBOARD 277/480V SEE PANEL NOTED SCHEDULE Sm 'M' DENOTES MOTOR RATED SWITCH ABOVE RACEWAY CONCEALED IN WALL OR SEE SPECS CEILING ABOVE CEILING SOS LOW VOLTAGE WALL MOUNT 48" AFF OR AS UNDERGROUND OR UNDER FLOOR SEE SPECS OCCUPANCY SENSOR SWITCH NOTED CONDUIT LOW VOLTAGE WALL MOUNT 48" AFF OR AS MOTOR, NUMERAL INDICATES Soc OCCUPANCY SENSOR SWITCH FOR NOTED /0/ HORSEPOWER Afflleff]3 SMALL ROOMS CEILING d MOTOR RATED SWITCH WITH OVERLOAD ADJACENT TO OS CEILING OCCUPANCY SENSOR MOUNT P RELAYS AS REQUIRED. EQUIPMENT DUPLEX RECEPTACLE, 125V, 15A'GFCI' 18" AFF OR AS NON -FUSIBLE SAFETY SWITCH -SIZE AS ci DENOTES GROUND FAULT CIRCUIT NOTED NOTED SEE SPECS INTERRUPTION HOMERUN TO PANEL. LETTERS INDICATE FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECS PANEL, NUMBERS INDICATE CIRCUIT. NOTE: HASH MARKS INDICATES THE NUMBER OF WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND. ELECTRICAL ABBREVIATIONS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR LRA LOCKED ROTOR AMPERES AHU AIR HANDLING UNIT LW LIGHT WHITE BFG BELOW FINISHED GRADE MCB MAIN CIRCUIT BREAKER C CONDUIT MLO MAIN LUGS ONLY CW COOL WHITE N NEUTRAL DACP DOOR ALARM CONTROL PANEL NL NIGHT LIGHT DN FEED DOWNWARD OB OUTLET BOX EF EXHAUST FAN PB PULL BOX, PUSH-BUTTON EG EQUIPMENT GROUND PS PAY STATION ENCL ENCLOSURE SF SUPPLY FAN EWC ELECTRIC WATER COOLER SPEC SPECIFICATIONS EWH ELECTRIC WATER HEATER TL TWISTLOCK FCU FAN COIL UNIT TTB TELEPHONE TERMINAL BOARD FHP FRACTIONAL HORSEPOWER TVTB TELEVISION TERMINAL BOARD FLA FULL LOAD AMPERES LINO UNLESS NOTED OTHERWISE G GROUND UP FEED UPWARD GFI GROUND FAULT INTERRUPTER VERT VERTICAL HID HIGH INTENSITY DISCHARGE WM WATT MISER HORIZ HORIZONTAL WP WEATHERPROOF HP HORSEPOWER, HEAT PUMP WW WARM WHITE HVAC HEATING, VENTILATING, AIR CONDITIONING WX EXPLOSION PROOF IG ISOLATED GROUND XFMR TRANSFORMER JB JUNCTION BOX NATIONAL ELECTRIC CODE NOTES ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF NFPA 70 - 2017 NATIONAL ELECTRIC CODE ELECTRICAL SUBMITTAL NOTES SUBMIT ALL ELECTRICAL SYSTEMS SUBMITTALS AT ONE (1) TIME IN ONE (1) INTEGRAL GROUP. PIECE -BY -PIECE SUBMISSION OF INDIVIDUAL ITEMS WILL NOT BE ACCEPTABLE. ENGINEER MAY CHECK CONTENTS OF EACH SUBMITTAL SET UPON INITIAL DELIVERY; IF NOT COMPLETE AS SET FORTH HEREIN, SUBMITTAL SETS MAY BE RETURNED TO CONTRACTOR WITHOUT REVIEW AND APPROVAL AND WILL NOT BE ACCEPTED UNTIL MADE COMPLETE. SHOP DRAWINGS WILL BE REVIEWED MAXIMUM TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB- CONTRACTOR. APPROVAL MUST BE OBTAINED BEFORE GEAR PROCURING AND/OR PURCHASING COMMENCEMENT. FBC 2020 C405.6.4.2 MANUAL CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. FBC 2020 C408.3.2 DOCUMENTATION REQUIREMENTS. 1. THE CONSTRUCTION DOCUMENTS SHALL REQUEST THAT WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: a. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND, b. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION, NOTE: SOME SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT PERTAIN TO THIS PROJECT. ELECTRICAL DRAWING LIST DRAWING NUMBER DRAWING DESCRIPTION EO ELECTRICAL COVER SHEET E1 POWER PLAN E2 LIGHTING PLAN E3 POWER RISER DIAGRAM E4 ELECTRICAL SCHEDULES E5 ELECTRICAL DETAILS E6 ELECTRICAL SPECIFICATIONS ELECTRICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2020 (7th EDITION) - NATIONAL ELECTRIC CODE 2017, NFPA 70, NFPA 101 & NFPA 72 (CURRENT ADOPTED EDITIONS). ANY OTHER APPLICABLE CODE REFERENCES AND ALL LOCAL ORDINANCES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK AND THE EXTENT OF DEMOLITION. THE SUBMISSION OF A BID WILL BE EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ELECTRICAL CONTRACTOR SHALL BE EXPERIENCED IN PERFORMING AND INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL SUBMIT A LIST OF AT LEAST FIVE PROJECTS THAT THEY BEEN CONTRACTED AND COMPLETED CONSTRUCTION WITH SIMILAR PROJECT SCOPE OF WORK. 4. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HAVE STUDIED AND COMPARED THE CONTRACT DOCUMENTS WITH EXISTING/PROPOSED CONDITIONS AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE BID OPENING SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCY, OR OMISSION IN THE CONTRACT DOCUMENTS. 5. ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED. ARCHITECT AND ENGINEER WILL REVIEW ANY SUBSTITUTION FOR COMPATIBILITY. 6. PROTECT ELECTRICAL EQUIPMENT AND INSTALLATIONS AS NECESSARY. IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. 7. THE CONTRACTOR SHALL INCLUDE, WITHIN THE BID, ALL REQUIRED OFF HOUR, OVERTIME, AND NON -BUSINESS HOUR WORK AS REQUIRED. 8. ALL WORK SHALL BE COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. ALL SUBCONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH OTHER TRADES. LACK OF THIS COORDINATION RESULTING IN ADDED COST TO THE CONTRACT WILL BE BORNE BY THE SUBCONTRACTOR. 9. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ELECTRICAL EQUIPMENT SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE ENGINEERS APPROVAL. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO REDO ANY WORK, WHICH WAS NOT APPROVED, OR THE ENGINEER MAY REQUIRE A CREDIT TO THE OWNER. PROVIDE A SET OF AS-BUILTS AFTER THE JOB IS COMPLETED. THIS SET SHALL BE CONTINUOUSLY UPDATED DURING CONSTRUCTION. 10. ALL WORK SHALL BE PERFORMED DURING TIME PERIODS ACCEPTABLE TO THE OWNER. SCHEDULE ALL WORK WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 11. THE CONTRACTOR SHALL PERFORM ALL TEMPORARY WORK NECESSARY TO MAINTAIN CONTINUITY OF ELECTRICAL SERVICE (LIKE SAWPOLE SERVICE) WHEN CONNECTION IS MADE. THIS SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR CONSENT OF THE OWNER'S REPRESENTATIVE AND MAY BE INTERRUPTED ONLY AT AND FOR THE SPECIFIED TIME DESIGNATED BY OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE GUIDED BY THE OWNER'S REPRESENTATIVE AT ALL TIMES IN MATTERS AFFECTING THE FACILITIES. 12. THE CONTRACTOR SHALL COORDINATE ALL PHASING OF ELECTRICAL WORK AS REQUIRED AND INDICATED ON THE ELECTRICAL DRAWINGS. 13. THE OWNER PROJECT REPRESENTATIVE SHALL BE NOTIFIED PRIOR TO CUTTING OF ANY STRUCTURAL ITEM (I.E. CONCRETE FLOOR, MASONRY, WALL, ETC.) WITHIN THE EXISTING BUILDING. METHOD OF CUTTING SHALL BE APPROVED BY THE OWNER PROJECT REPRESENTATIVE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE BUILDING WATERTIGHT DURING CONSTRUCTION. 15. ALL WIRING IN CEILING SPACE OR IN AIR HANDLING PLENUMS NOT IN CONDUIT SHALL BE UL LISTED AS SUITABLE FOR PLENUM USE. 16. ALL JUNCTION BOXES AND COVER PLATES SHALL BE PAINTED AND LABELED. 17. ALL RECEPTACLES WITHIN 6 FEET OF PLUMBING FIXTURES SHALL BE PROVIDED WITH 5 MILLIAMP GROUND FAULT INTERRUPTERS. (GFCI RECEPTACLES) 18. EXIT SIGNS AND ALL EMERGENCY LIGHTING SHALL BE WIRED AHEAD OF ANY SWITCHING OR CONTACTORS. DO NOT SWITCH EXIT SIGNS OR EMERGENCY NIGHT LIGHTS. CONTRACTOR SHALL PROVIDE AN UN -SWITCHED HOT TO BYPASS ANY SWITCHING AND/OR CONTRACTORS FOR ALL SWITCHED EMERGENCY LIGHTING. 19. EDGE OF LIGHT SWITCH WALL PLATE SHALL BE NOT MORE THAN 4" AWAY FROM METAL/WOOD DOOR FRAME. TYPICAL FOR SINGLE OR MULTIPLE WALL SWITCHES. 20. CONFIRM MOUNTING HEIGHTS AND COORDINATE LOCATION OF ALL OUTLETS, SWITCHES, AND OTHER DEVICES WITH ARCHITECTURAL ELEVATIONS (FURNITURE LAYOUT) PRIOR TO ROUGH -IN. 21. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT. 22. BACK TO BACK RECEPTACLES IN ALL ONE HOUR FIRE RATED WALLS SHALL BE LOCATED A MINIMUM OF 24" ON CENTER. 23. BRANCH CIRCUIT CONDUCTORS SHALL NOT BE SMALLER THAN # 12 AND WHERE BRANCH CIRCUIT CONDUCTOR RUNS FROM SOURCE (PANEL) TO THE LAST DEVICE ON THE CIRCUIT EXCEEDS 75 FT. IN LENGTH, THE CONDUCTORS SHALL BE # 10 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. FOR RUNS OVER 150 FT. IN LENGTH THE CONDUCTOR SHALL BE #8 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. THE ABOVE APPLIES TO 120 VOLT CIRCUITS ONLY. 24. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, THE REMOVAL AND DISPOSAL OF ALL ELECTRICAL MATERIALS WHICH IS NOT TO BE USED ON THE PROJECT. CONTRACTOR SHALL REMOVE AND STORE ANY ELECTRICAL MATERIAL IF SO DIRECTED BY OWNER. PATCH AND PAINT WALLS AND CEILINGS AS REQUIRED. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW LIGHTING FIXTURES, RECEPTACLES, PANEL BOARDS, ETC. WITH EXISTING STRUCTURE, PIPING, ETC. AND MAKE ADJUSTMENTS AS REQUIRED. 25. REFER TO ELECTRICAL SPECIFICATIONS SHEET FOR REQUIREMENTS. 26. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL INSURE THAT ALL SYSTEMS OPERATE AS DESIGNED AND REQUIRED AND SHALL REVIEW THEIR OPERATION WITH THE OWNER AND PROVIDE TRAINING OF THE MAINTENANCE PERSONNEL. COMPLETE SET OF AS -BUILT DRAWINGS SHALL BE COMPILED (BY THE CONTRACTOR) AND ISSUED (1 EACH) TO THE ARCHITECT AND BUILDING MAINTENANCE PERSONNEL UPON COMPLETION OF CONSTRUCTION AND TESTING. 27. ALL FEEDERS SIZING (BRANCH AND SERVICE ENTRANCE CONDUCTORS) BASED IN AMPACITY OF COPPER THHW CONDUCTORS (NEC 2017 TABLE 310.15(B) (16)) UNLESS OTHERWISE NOTED. 28. THE PRIMARY POWER SOURCE FOR SMOKE ALARMS IN DWELLING UNITS SHALL BE REQUIRED TO BE AFCI-PROTECTED FOLLOWING NFPA 72 AND NEC 2017 ART. 210.12. 29. RECEPTACLES LOCATED IN DORMITORIES AND LIVING AREAS OF ALL DWELLING UNITS SHALL BE AFCI PROTECTED. 30. ARC -FAULT CIRCUIT -INTERRUPTER (AFCI) PROTECTION SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION, FOLLOWING NEC 2017 ART. 210.12. 31. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS AND LAUNDRY FOR AREAS, AND WERE PREVIOUSLY PROTECTED USING GFCI RECEPTACLES, SHALL BE PROTECTED BY AFCI PROTECTION, FOLLOWING NEC 2017 ART. 210.12. 32. GFCI PROTECTION SHALL BE PROVIDED FOR OUTLETS THAT SUPPLY DISHWASHERS INSTALLED IN DWELLING UNITS LOCATIONS, FOLLOWING NEC 2017 ART. 210.8(D). 33. ALL PANELS SHALL HAVE AN AIC AND SCCR OF 22,000 AMPS MINIMUM. E GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. THE DRAWINGS a DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW PERMIT 08/2(0/22 MK 08/26/22 MK REV. Ev. REV. - -- REV. REV. REV. - REV. O O N a\ O N V 1 T 40. W � N � I WQ V Q U � C O U HEN '.�rrr�rrr� ■ M y S IF N #rr■ rit• Jose h H. Griner III, P.E. FL. 39491 'n 00 N V) Q m N Q �p0 � Q W � W a I a\ 0 N N W Z W � o o0 1 .Iw � N cl U w O z C) SHEET TITLE ELECTRICAL COVER SHEET i SHEET NUMBER --- i i u �i oi` 'ii'i` o'ii'r � �''�••'�yO''•Obi �'��i;+`O�id eo.! ..! , C • 36" 'A' WP/GFI L\ 'B'-23 O ----- 1 B' O 'B'-23 --- - - GFI USB TO 1 SERVICE CARRIERS ' B'-31 'A'-10,12-- USB A'-22 ALIGNi MACH 1EF-37 ]TM ALL RACKS IN THIS ROOM ARE TO BE l USED FOR TIRE STORAGE. ALL RACKS 1 GO FROM FINISHED FLOOR TO 12'-V A.F.F. LANCER CHANGER ''' BALANCER -CHANGER - - - 0 -- 6 CC B'- 26 -17,19 'B' 10'B'-7,9 '-21,23 POWER GENERAL NOTES 'B'-28 F7 'A'-1,3 1. COORDINATE ALL ELECTRICAL LIGHTING, POWER AND LOW VOLTAGE WORK WITH ARCHITECT, OWNER, AND GENERAL CONTRACTOR PRIOR TO BID AND ROUGH -IN. 2. COORDINATE EXACT OUTLETS AND EQUIPMENTS LOCATION WITH ARCHITECT, OWNER, AND GENERAL CONTRACTOR PRIOR TO ROUGH -IN. 3. ALL POWER/LOW VOLTAGE OUTLETS SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBER. 4. COORDINATE ALL COVER PLATES FINISHES WITH ARCHITECT AND OWNER. 5. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY FOR USE". 6. BRANCH CIRCUIT SHALL BE MINIMUM 2 #12 AND 1 #12 E.G IN 3/4" C UNLESS OTHERWISE NOTED. 7. NFPA 70 ART. 408.4 "EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT AND SPECIFIC PURPOSE OR USE". 8. CONTRACTORS SHALL REVIEW ELECTRICAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS, MANUFACTURER DOCUMENTATION AND ANY OTHER APPLICABLE DOCUMENTATION TO COORDINATE ALL ELECTRICAL ITEMS. 9. CONTRACTOR SHALL USE ALL THE APPROVED WIRING METHODS AND MATERIALS, FOLLOWING NEC 2017 CHAPTER 3. NONMETALLIC CONDUIT NOT ALLOWED FOR AMENITIES AREA AND ASSEMBLY OCCUPANCIES. 100 SERVICE BAYS EXPOSED CLG. B'-28 GFI,=' n5 �- ' B'-28 A' 2 4 i NOTE: ACTUAL LOCATION OF EQUIPMENT `V WILL BE DETERMINED BEFORE ELECTRIC ROUGH IN. SQ�� 'A'-5,7 POWER PLAN SW __ _ SW SW USB -USB 96 USB--,,,,96" 96" I �\ At SPD.CTL. B'-146SW WAITING AREA ` 103 10'—ACT W-20 �__- ------- 48" — ;LOSET I , _ - -'E1 .._ .... �' 4 80" COF .; 13 B'-13 GFI ---- RECEPTION ( 102�} TV GFI GFI �'EWC-A 3 � o �0'=0"ACT CEILI GFI - HAND " 74, I 1 --� _ — — --- EF-1 �[. / 15 r --DRYER IINKF_X R14 � 74' 'A'-32,34,36 'B' 19/ �' L ,_ -EF-2 ING 3 I 74 -UN 'HANDp� �10'f HC RR GFI E-a DRYER ACT CEILI RTU-1 J. 4 J 'B'-16 W-12 ° 7 'B'-15 'B'-30 ` ` 10 ( 106 SERVICE DESK - - - -r - SPD.CTL _ . RAKE -� 15 E-7 "- -- ----_----- -- -- - - - - ,. , USB ATHE �° 1 \� 21 i :XHAUST 'A'-13,15 • 0 'B'-28 GFI: rl� ' A' 6 8 A -Y, I I ' B'-31 SW 96" 40# SW 96" 4 SW 96" '4 POWER KEY NOTES O l . NEW METER, MAIN DISCONNECT AND NEW UNDERGROUND SERVICE FROM UTILITY TRANSFORMER. SEE POWER RISER SHEET E-6 FOR MORE DETAILS ON GEAR RATINGS, FEEDERS SIZES, ETC. 2. NEW PANELS A & B IN TIRE STORAGE AREA. SEE RISER SHEET E-5 FOR MORE DETAILS. 3. NEW ROOFTOP PACKAGED UNIT FURNISHED AND INSTALLED BY MECHANICAL. FURNISH AND INSTALL NEW 60A 3 POLE NEMA 3R FUSED SAFETY DISCONNECT. RUN NEW 3# 6, 1 # 10 EG -1 INCH AND CONNECT TO UNIT VIA SEALTITE FLEX CONDUIT, CONTRACTOR TO ALSO FURNISH AND INSTALL NEW WP GFI CONVENIENCE OUTLET AS SHOWN. 4. FURNISH AND INSTALL NEW FLOOR JUNCTION BOX, HUBBELL SYSTEM ONE OR SIMILAR AS SHOWN. SIZE OF THE JUNCTION BOX SHALL BE VERIFIED WITH VENDOR DEPENDING ON OWNER REQUIREMENTS PRIOR TO INSTALLATION, FURNISH & INSTALL POWER & DATA OUTLETS, ETC INSIDE THE J-BOX BASED ON OWNER REQUIREMENTS. INSTALL PRIOR POURING AND RUN (2)4' CONDUITS, 1 FOR POWER & 1 FOR DATA, PATCH AND FINISH TO ORIGINAL FINISH (TYPICAL FOR EQUIPMENT SHOWN). PULL IN 2 #12, 1 #12 EG IN EACH POWER CONDUIT. CONTRACTOR SHALL ALSO COORDINATE WITH FURNITURE VENDOR FOR MORE DETAILS. 5. RUN NEW 3 #10, 1 # 10 EG IN 3/4"CONDUIT FROM CIRCUIT BREAKER BACK IN ELECTRICAL PANEL AND CONNECT TO SINGLE POINT SWITCH/DISCONNECT AT POWER UNIT OF EACH LIFT. CONTRACTOR SHALL COORDINATE WITH LIFT VENDOR ON EXACT ELECTRICAL INSTALLATION PROCEDURES & REQUIREMENTS PRIOR TO INSTALLATION. 6. FURNISH AND INSTALL NEW MULTI -POLE OUTLET AS SHOWN, CONTRACTOR TO VERIFY OUTLET BY FIELD CHECK OF EQUIPMENT. RUN CIRCUIT PER NEC OR AS SHOWN. 7. NEW AIR COMPRESSORS 1 & 2 AS SHOWN. FURNISH AND INSTALL NEW SIZE 1 COMBINATION MOTOR STARTER FOR EACH COMPRESSOR AND RUN NEW 4# 8, 1 # 10 EG -3/4 INCH. CONNECT VIA SEALTITE FLEX CONDUIT. CONTRACTOR TO VERIFY STARTERS ARE COMPATIBLE WITH COMPRESSORS FURNISHED AND INSTALLED. 8. NEW EXHAUST FAN EF-3 BY MECHANICAL. FURNISH AND INSTALL NEW COOK 120V 1 PH SPEED CONTROL CAT# 385031 OR EQUAL AND RUN NEW 2 #12, 1 #12EG-1/2" AND CONNECT TO CIRCUIT BREAKER IN PANEL INDICATED. 9. NEW EXHAUST FAN EF-4 BY MECHANICAL. FURNISH AND INSTALL NEW COOK 120V 1 PH SPEED CONTROL CAT # 385205 OR EQUAL AND RUN NEW 2 #12, 1 #12EG-1/2" AND CONNECT TO CIRCUIT BREAKER IN PANEL INDICATED. 10. NEW EWH FURNISHED AND INSTALLED BY PLUMBING. RUN NEW 2# 10, 1 # 10 EG -3/4 INCH AND CONNECT VIA FLEX CONDUIT TO NEW 30A , 1 POLE NF PULL-OUT TYPE DISCONNECT. 11. FURNISH AND INSTALL NEW 5/8 FIRE RESISTANT PHONE BOARD. FURNISH WITH 1/4" X 4" COPPER ISOLATED GROUND BAR AND RUN TO BUILDING STEEL. 12. FURNISH AND INSTALL NEW SHOW WINDOW OUTLETS AS REQUIRED BY LOCAL CODE. RUN NEW 2 #12, 1 # 12EG -1/2" AND CONNECT (TYPICAL). 13. FURNISH AND INSTALL NEW TV BACKER BOARD AND ELECTRIC DEVICES AS SHOWN, TYPE OF HOOK-UP AS CHOSEN BY THE OWNER. 14. 2" CONDUIT FOR SERVICE PROVIDERS. FURNISH WITH PULL CORD. EXACT LOCATION FOR CONDUIT ENTRANCE SHALL BE COORDINATED IN FIELD. 15, FURNISH AND INSTALL A TOGGLE SWITCH EACH FOR EACH EXHAUST FAN IN EACH RESTROOM. THE (2) FANS SHALL BE FED FROM 1 DEDICATED CIRCUIT. G N E� GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL FOR JHG Job no. 22181 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2e2e FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 08126122 MK PERMIT 081211 MK REV. EV. REV. REV. REV. REV. REV. • • Y • •♦♦ ♦♦♦'r •� i O : `sit` • ■ ♦ L9 • • E� ,Joseph H. Griner . FL. 39491 If, 00 N V) r r g M o0 00 O Q U � OO H W W a 0 (A m 00 fV M N �C w s e " W o o ' _ou 00 cu Q! N U w O C 5HEET TITLE POWER PLAN SHEET NUMBER II 1 1 ' II'. 7L ) LIGHTING PLAN 1 / SCALE: 1/4" = 1 '-0" LIGHTING FIXTURE SCHEDULE SYMBOL MOUNT DESCRIPTION LAMP MFG PART NUMBER WATTS LED DIMMING VOLTAGE A RECCESED 2 X 4 LED PANEL, 4000K. LED LITHONIA CPX 2X4 AL08 SWW7 M2 5000 LUMEN YES MVOLT 36W B RECCESED 2X2 LED PANEL, 4000K LED LITHONIA CPX 2X2 AL07 SWW7 M4 2500 LUMEN YES MVOLT 19W 96 INCH LED STRIP WITH HANGING KIT/CHAIN, CLX L96 1000OLM SEF RDL 10,000 LUMEN C SUSPENDED 4000K. FIXTURES SHALL BE SUSPENDED AT LED LITHONIA MVOLT GZ10 40K 80CR1 WH 74W YES MVOLT 10'-0" A.F.F. 48 INCH LED STRIP WITH HANGING 7000 LUMEN E SUSPENDED KIT/CHAIN, 4000K. FIXTURES SHALL BE LED LITHONIA CLX L48 70040K SEF RDL MVOLT 50W YES MVOLT SUSPENDED AT 10'-0" A.F.F. GZ10 40K 80CR1 WH EM WALL MOUNT EMERGENCY FIXTURE, SHALL BE PROVIDED LED LITHONIA ELM4L 4W MVOLT WITH NFPA 101 EMERGENCY BATTERY BACKUP L WALL MOUNT WPX LED WALL PACK WITH PHOTOCONTROL LED LITHONIA WPX2 LED 40K MVOLT PE 6000 LUUMEN MVOLT X SURFACE MOUNT EXIT FIXTURE, SHALL BE PROVIDED WITH NFPA LED LITHONIA EXRG EL M6 1 W MVOLT 101 EMERGENCY BATTERY BACKUP ZE WALL MOUNT WPX LED WALL PACK WITH PHOTOCONTROL LED LITHONIA WPX1 LED P2 40K MVOLT E4WH PE 2900 LUMEN MVOLT & NFPA 101 EMERGENCY BATTERY BACKUP 24W LIGHTING GENERAL NOTES l . COORDINATE ALL ELECTRICAL LIGHTING WORK WITH ARCHITECT, OWNER, AND GENERAL CONTRACTOR PRIOR TO BID AND ROUGH -IN. 2. COORDINATE EXACT OUTLETS AND EQUIPMENTS LOCATION WITH ARCHITECT, OWNER, AND GENERAL CONTRACTOR PRIOR TO ROUGH -IN. 3. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY FOR USE" 4. BRANCH CIRCUIT SHALL BE MINIMUM 2 # 12 AND 1 # 12 E.G IN 3/4" C UNLESS OTHERWISE NOTED. 5. NFPA 70 ART. 408.4 "EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT AND SPECIFIC PURPOSE OR USE". 6. CONTRACTORS SHALL REVIEW ELECTRICAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS, MANUFACTURER DOCUMENTATION AND ANY OTHER APPLICABLE DOCUMENTATION TO COORDINATE ALL ELECTRICAL ITEMS. 7. ALL LIGHTING FIXTURES (NOT DESCRIBED) TO BE SELECTED BY THE INTERIOR DESIGNER AND THE OWNER, PROVIDED AND INSTALLED BY THE CONTRACTOR, THE CIRCUIT BREAKER, WIRE SIZE IN THE PANELBOARD SCHEDULE BASED ON THAT THESE FIXTURES LAMP SHOULD NOT EXCEED THAN 60WATTS. 8. ALL LIGHTING SWITCHING TO BE ADA COMPLIANT AT 48" AFF. 9. LIGHTING FIXTURE EMERGENCY LIGHT, EGRESS AND EXIT LIGHT WITH BATTERY PACK TO BE CONNECTED TO NEAREST UN -SWITCHED LIGHTING LEG. 10. 'EX' DENOTES EXISTING TO REMAIN. LIGHTING KEY NOTES O l . FURNISH AND INSTALL 8 FT LED BAY LIGHTING AS SHOWN. RUN NEW 2# 12, 1 # 12 EG -3/4 INCH CONDUIT AND CONNECT VIA RELAY TO CIRCUIT IN PANEL AS DIRECTED. FURNISH MOUNTING HARDWARE WITH FIXTURE. 2. FURNISH AND INSTALL 4FT LED STRIP BAY LIGHTING AS SHOWN. RUN NEW 2# 12, 1 # 12 EG -3/4 INCH CONDUIT AND CONNECT VIA RELAY TO CIRCUIT IN PANEL AS DIRECTED. FURNISH MOUNTING HARDWARE WITH FIXTURE. 3. FURNISH LIGHTING CONTACTOR (RELAY) AS SHOWN FOR BAY LIGHTING, SQUARE D 8903 SERIES. RUN NEW # 12 3- WAY SWITCHING VIA WALL MOUNTED TOGGLE. 4. RUN NEW 2 #12, 1 #12 EG -3/4 INCH CONDUIT TO NEW OUTDOOR LIGHTING AS SHOWN. CONNECT AS SHOWN TO NEW TIMECLOCK/RELAY AS SHOWN ON FIXTURE SHEET. RUN NEW CIRCUIT AS DESCRIBED ABOVE TO NEW BUILDING SIGN J-BOX. MOUNT TIMECLOCK/RELAY WITHIN REACH ON WALL. 5. EMERGENCY EGRESS LED LIGHTING PER NFPA 101.7.8.1.3. CONNECT VIA NEAREST UNSWITCHED LIGHTING LEG. SEE DETAIL ON FIXTURE SHEET (typ). G i GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS f DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 51`: REVIEW 08126122 MK PERMIT 08126122 MK REV. -- - kEV. - — REV. - -- _ REV. REV. - REV. REV. O O N D1 O N T � N V 1 Q H� a H W � N p I l 40. con U Q s~ � o U CA U rrrrr♦ E Y • r � w cc a OF 441 00 0 Joseph H. Griner P FL. 39491 z W o N z r� z N N @ ro U w O SHEET TITLE LIGHTING PLAN SHEET NUMBER 120/208V 30 4W UTILITY XFMR POWER RISER DIAGRAM RISER DIAGRAM NOTES: O 1. FURNISH AND INSTALL NEW 400A 3 PH SERVICE ENTRANCE FEEDER, (2) SETS-2 1 /2" CONDUIT EACH WITH 4# 250MCM AL (400A). CONTRACTOR TO VERIFY DISTANCE FOR % VOLTAGE DROP. COORDINATE WITH ELECTRIC UTILITY FOR PAD MOUNTED TRANSFORMER OPENING AND CONNECTION. ALSO SEE TRENCHING DETAIL. 2. FURNISH AND INSTALL NEW 400A 3-PHASE POWER STYLE 54 CIRCUIT MLO PANELBOARD 3. FURNISH AND INSTALL NEW 150A SINGLE PHASE MLO, 42 CIRCUIT PANELBOARD. 4. FURNISH AND INSTALL NEW PANEL FEEDERS, (1) SET- 4# 3/0 AL, 1 #4 AL EG IN 2-1/2" CONDUIT AND CONNECT. 5. FURNISH AND INSTALL NEW SURGE PROTECTION (SPD), FURNISH APT CAT#TW XDS (OR EQUAL), 150kA PER PHASE, TYPE 1, 200kA SCCR, 35kA In (FOR UL 96A), RUN NEW 5# 8 AND CONNECT. 6. FURNISH AND INSTALL NEW 400A THREE PHASE CONVERTIBLE METER BASE WITH INTEGRAL BYPASS MOUNT ON OUTSIDE WALL FURNISH UTILITY GROUNDING FURNISH ADDRESS PANEL A 120/208V 400 AMP/3 PH 35KAIC 400/3 8 -1 ELECTRICAL RISER NTS BLDG. � � % FINISHED GRADE =i I I 1 I f III 11 I-1 I ql- TP-1 I I -I I I I I I=I I I I I 1 11 I-11 I f 11 =1 -III =1 III III=111 III1 —1 Il _III - III-1 1I Ii III III=III_II1=III III"�—III J1=lil " -II_ —III—III--III 111 111-111__ I11 I I=�-1 11=1 I III= -I I 1=1 I 1=1 11= 36" MIN. FOIL LOCATING TAPE - 2- 2 1/2 INCH PVC (SCHED. 80 ) LABELING PER UTILITY REQUIREMENTS. TYPICAL SERVICE TRENCH CONFIGURATION 7. FURNISH AND INSTALL NEW #1 /0 THWN COPPER GROUNDING ELECTRODE CONDUCTOR NOT TO SCALE AND BOND THE SYSTEM NEUTRAL AT THE MAIN PANELBOARD. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE CONNECTED TO TWO 5/81N. X 12FT FAULT CURRENT NOTE COPPERCLAD GROUND RODS, BUILDING STEEL AND COLD WATER PIPING. THE ELECTRICAL CONTRACTOR SHALL MEGGER TEST THE RESISTANCE OF THE GROUNDING SYSTEM AND SHALL INSTALL ADDITIONAL GROUND RODS TO OBTAIN A RESISTANCE OF--- 15 OHMS TO GROUND OR LESS. ESTIMATED UTILITY TX SIZE: 300KVA PAD MOUNT TRANSFORMER (ESTIMATED FAULT CURRENT AVAILABLE 23,800 AMPS) , CONTRACTOR TO VERIFY FINAL CURRENT VALUES FROM DUKE ENERGY AND PROVIDE AIC 8. FURNISH AND INSTALL NEW 400/3 NEMA 3R SERVICE RATED FUSED DISCONNECT AND PROTECTION ACCORDINGLY. FURNISH WITH 3-400A CLASS 'J' SHAWMUT FUSES OR EQUAL. NOTE: EACH ELECTRICAL EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD MARKINGS SHALL INCLUDE THE DAY THE FAULT CURRENT 9. RUN NEW (2) SETS-2 1 /2" CONDUIT EACH WITH 4# 250MCM AL, 1 # 1 AL EG AND CALCULATION WAS PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT CONNECT. INVOLVED. - - - - -- FAULT CURRENT RISER GENERAL NOTES: ---- - - - ---- -- - UTILITY TRANSFORMER VOLTAGE 120/208V 3PH 1. ELECTRICAL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND TO REPORT TO GENERAL CONTRACTOR, ASSUMED TRANSFORMER SIZE 300 KVA OWNER AND ENGINEER ANY DISCREPANCY FROM THAT SHOWN ON DRAWINGS. 2. COORDINATE ALL NEW ELECTRICAL WORK WITH MECHANICAL CONTRACTOR AND OWNER. ASSUMED AFC AT TRANSFORMER 23,800 AIC 3. PANELS ARE REQUIRED TO HAVE AN PANELBOARD NAMEPLATE PER NEC 408.4(B) SEE TYPICAL BUS AVAILABLE FAULT MINIMUM PANEL AIC PANELBOARD NAMEPLATE DETAILS, SHEET E401 FOR MORE INFORMATION CURRENT 4. FOR SPECIFIC EQUIPMENT LOCATION, REFER TO CIVIL DRAWINGS SERVICE MAIN DISCO 23,000 AIC 35,000 AIC 5. ALL ELECTRICAL RUNS SHALL BE NO LESS THAT AWG # 12 COPPER CONDUCTORS, UNLESS -- _-_ OTHERWISE NOTED. PANEL 'A' 21,750 AIC 35,000 AIC 6. CONDUIT SUPPORTS SHALL BE PROVIDED TO ELEVATE THE PROPOSED EXTERNAL CONDUITS TO ALLOW FOR -- FUTURE FOAM ROOF. PANEL 'B' 21,150 AIC 35,000 AIC )POWER RISER DIAGRAM STEEL - f I C/W ' PIPE L A- GAS # 1 /0 GROUNDING ELECTRODE - _ 'PIPE CONDUCTOR SPRINKLER PIPE (2) 5/8 " X 8' COPPER I CLAD GROUNDING ROD PROOFING 25 OHMS, PER NEC 250.53 I 5� GENERAL FLORIDA CODE NOTES 2) 6-POLE CONTACTOR SQ D 8903LG60V02C PANEL IB 120/208V J 150 AMPS/3 PH OUTSIDE LTS. 35KAIC TIMECLOCK INTERMATIC T100 ALL ELECTRICAL WORK SHALL COMPLY WITH FLORIDA ENERGY CODE 2020 THE PLANS REFLECT SYSTEM VOLTAGE DROP AS PER FBC ENERGY CONSERVATION 2020 7th EDITION C405.6.3. THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 PERCENT VOLTAGE DROP TOTAL. SERVICE VOLTAGE DROP ESTIMATED SERVICE ENTRANCE FEEDER VOLTAGE DROP IS 0.42% (BASED ON A 125 FEET RUN, 2 SETS 4# 250MCM ALUMIUM SERVICE ENTRANCE FEEDER (208V 3 PH) AND AMPERAGE PER PANEL "A" AT CALCULATED LOAD. BRANCH CIRCUITS LOADED PER NEC AMPACITY WITH RUNS LESS THAT 75 FEET SHOULD PROVIDE ACCEPTABLE VOLTAGE DROPS PER FBC 2017 6TH EDITION CHAPTER 407.3. CONTRACTOR SHALL INCREASE THE SIZE BY 1 NOMINAL SIZE PER EACH 50 FEET OF WIRING AND INCREASE CONDUIT SIZE ACCORDINGLY. LAMINATED BLUE PLASTIC RED BACKROUND. PLATE WITH WHITE ENGRAVED LETTERS. 5/8" HIGH LETTERS PANEL 'A� �, WARNING _ - PANEL A.I.C. RATING 400A MCB, 208/120V, 3 PHASE 4W SHOCK AND ARC FLASH HAZARD 42,000A FEED FROM SERVICE APPROPRIATE PPE REQUIRED FULL RATED FAILURE TO COMPLY CAN RESULT -- -- — IN INJURY OR DEATH / (A.I.C. DECAL - EXAMPLE) - - - / - -- - AS REQUIRED _ 3/ 1 6" HIGH - LETTERS YELLOW BACKGROUND. NOTES: (PANEL LABEL - EXAMPLE) (FLASH PROTECTION DECAL - EXAMPLE) NOTE: l . NEW NAMEPLATES MUST BE INSTALLED ON ALL ELECTRICAL PANELS 1. CONTRACTOR SHALL PROVIDE TEMPORARY NAMEPLATES ARE NOT ACCEPTABLE. CONTRACTOR SHALL PROVIDE DECAL DECAL 1-1 /2" x 2-1/2" WITH 3/16" 1-1 /2" x 2-1/2" WITH 3/16" LETTERING LETTERING STATING THE A.I.C. RATING 2. THE AMPERAGE RATING ENGRAVED ON THE NAMEPLATE SHALL BE STATING THE ABOVE. DECAL SHALL BE OF EACH PANEL. THIS DECAL SHALL BE THE RATING OF THE MAIN OVERCURRENT PROTECTION DEVICE, OR LOCATED ON THE OUTSIDE OF ALL LOCATED ON THE INSIDE OF PANEL ITS TRIP DEVICE SETTING, OR DESIGN BUS CAPACITY IN THE SWITCHBOARDS, PANEL BOARDS AND DOOR. DECAL SHALL BE WHITE ABSENCE OF A MAIN OVER CURRENT DEVICE, NOT THE DISCONNECT SWITCHES. DECAL SHALL BACKGROUND WITH BLACK LETTERING SWITCHBOARD OR PANELBOARD BUS RATING. BE RED AND YELLOW BACKGROUND WITH A CLEAR PLASTIC LAMINATE TOP -- -- - WITH BLACK LETTERING WITH A CLEAR COVER OVER DECAL. TYPICAL PANELBOARD NAMEPLATE DETAIL PLASTIC LAMINATE TOP COVER OVER NOT TO SCALE DECAL. FLASH PROTECTION DECAL A.I.C. IDENTIFICATION DECAL NOT TO SCALE NOT TO SCALE IM #%reipj1wR GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL FOR JHG Job no. j 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. + THE DRAWINGS Q DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE II EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 08/26/22 MK PERMIT 08/26/22 MK REV. - - REV. REV. REV. REV. REV. O O N o� O N T� l W � N O 40-4 CA 4-4 W� UU Q U o ~�W U ENRY fie• '• ••• c� • � - r ■ F r ♦o .•� Q, ♦ A L ��� Joseph H. Griner I, P . FL. 39491 I ' 'I',00 N v� 00 a O Q • � Ra PQ w W a � 0 C/1 M 00 cv N w z W O o0 cv r, w Z cq b W • � O w � a SHEET TITLE POWER RISER DIAGRAM SHEET NUMBER I I I _ _L _' L-LI J ! Branch Panel: PNL-'A' Location: Supply From: Mounting: Surface Enclosure: Type 1 Notes: Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: 35,000 A Mains Type: MLO Mains Rating: 400 A MCB Rating: 1 A CKT Circuit Description LIFTS -- LIFTS -- LIFTS Wire & Conduit Trip Poles 2 2500 A B11 C Poles 2 Trip 30 A -- 30 A -- Wire & Conduit Circuit Description CKT 'A'-1 30 A 2500 2500 - LIFTS 'A'-2 A'-3 -- -- - 2 2500 - 2 -- -- 'A'-4 'A'-5 'A'-7 'A'-9 -- 30 A 2500 2500 2500 2500 LIFTS 'A'-6 'A'-8 'A'-10 -- -- 2 -- 2 - 2 T; ; -- -- LIFTS -- TIRE BALANCER -- TIRE BALANCER - 30 A 2500 2500 °° 2 30 A 'A'-I1 'A'-13 'A'- 15 'A'-17 -- -- -- 30 A 2500 2500 - - -- 'A'-12 LIFTS 2500 1040 2 20 A 'A'-14 'A'- 16 A'-18 -- - -- 20 A 2500 1040 -- -- -- TIRE CHANGER -- TIRE CHANGER -- COMPRESSOR -- -- BRAKE LATHE -- SUB-PNL-'B' -- 624 1040 2 20 A 'A'-19 - -- -- 624 1040 -- - - 'A'-20 'A'-22 'A'-21 20 A 2 2500 1200 1 20 A AUGMENT MACHINE COMPRESSOR 'A'-23 - - - 2510 2500 2510 3 45 A - - A'-24 'A'-25 'A'-27 45 A 3 2510 2510 2510 -- -- -- 'A'-26 - -- -- -- - 20 A 35 A -- 'A'-28 'A'-29 'A'-31 A -33 -- - 30 A -- 2 900 3842 2510 1320 1 3 - AIR DRYER 'A'-30 RTU-1 'A'-32 'A'-34 - -- -- 900 3842 -- -- -- -- 'A'-35 150 A 3 - 14370 3842 - - -- 'A'-36 'A'-37 'A'-39 'A'-41 -- -- 13843 'A'-38 -- -- -- -- -- 9500 'A'-40 'A'-42 'A -44 'A'-46 'A'-43 -- Total Total 'A'-45 - - _ ' A'-47 ' A'-48 ' A'-49 - - - - A'-50 'A'-51 'A'-52 ' A'-54 'A -56 'A'-58 ' A'-53 'A'-55 'A'-57 'A'-59 Load: Amps:_ 38716 VA 'A'-60 38808 326 VA 36502 VA A 304, A 325 A Legend: Load Classification Lighting Power Notes: Connected Load Demand Factor Estimated Demand Panel Totals 711 VA 125.00% 888 VA 113334 VA 100.00% 113334 VA Total Conn. Load: 114026 VA Total Est. Demand: 114199 VA Total Conn. Current: 317 A Total Est. Demand Current: 317 A Branch Panel: PNL-'B' Location: Supply From: PNL-'A' Mounting: Surface Enclosure: Type 1 Notes: Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: 35,000 A Mains Type: MLO Mains Rating: 150 A MCB Rating: Wire & Wire & Condui Condul CKT Circuit Description t Trip_ Poles A B C Poles Trip t Circuit Description CKT 'B'-1 TIRE STORAGE LIGHTS 20 A 1 900 800 1 20 A LIGHTS SERVICE(A) 'B'-2 'B'-3 LIGHTS SERVICE(B) 20 A 1 800 518 1 20 A EXTERIOR -LIGHTING B'-4 'B'-5 REC, WAITING & RR LIGHTS 20 A 1 500 200 1 20 A TIMECLOCK 'B'-6 'B'-7 SPARE 20 A 2 2500 2500 2 20 A SPARE 'B'-8 ' B' 9 - - - - 2500 2500 -- -- - -- ' B'-10 'B'-1 1 REC. SALES COUNTER 20 A 1 " 720 720 1 20 A REC. SALES COUNTER 'B'-12 'B'-13 ROOFTOP REC. 20 A 1 180 1260 1 20 A RECEPTION RECEPTACLES 'B'-14 'B' 15 RECEPTION RECEPTACLES I- 20 A 1 1080 1650 ' -- 1 - 20 A EW - H l 'B'-16 'B'-17 RECEPTACLE PHONEBOARD J 20 A 1 �^ 360 1080 1 20 A WAITING RM. RECEPTACLES 'B'-18 'B'-19 RESTROOM RECEPTACLES 20 A 1 360 150 1 20 A EF-3 'B'-20 B'-21 EF-4 20 A 1 700 720 1 20 A RESTROOM EXHAUST FANS - 'B'-22 'B'-23 TIRE STORAGE REC. 20 A 1 540 _. 2500 2 20 A SPARE 'B'-24 B'-25 SPARE 20 A 2 2500 2500 T' ' -- - - -- 'B'-26 B'-27 - -- -- -- 2500 900 1 20 A SPARE 'B'-28 'B'-29 HAND DRYER 20 A 1 1440 1440 1 20 A HAND DRYER - 'B'-30 'B'-31 USB RECEPTACLES 20 A 1 720 - 'B'-32 B33 --- - 'B'-34 ' B'-35 ' B'-36 B'-37 ' B'-38 ' B'-39 - ' B'-40 'B'-41 , 77, _ . _ 'B'-42 Total Load: 14370 VA 13843 VA 9500 VA Total Amps: 125 A 121 A 79 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 711 VA 125.00% 888 VA Power 37020 VA 100.00% 37020 VA Total Conn. Load: 37712 VA Total Est. Demand 37886 VA Notes: - Total Conn. Current 105 A Total Est. Demand Current: 105 A POWER GENERAL NOTES 1. COORDINATE ALL ELECTRICAL LIGHTING, POWER AND LOW VOLTAGE WORK WITH ARCHITECT, OWNER, AND GENERAL CONTRACTOR PRIOR TO BID AND ROUGH -IN. 2. COORDINATE EXACT OUTLETS AND EQUIPMENTS LOCATION WITH ARCHITECT, OWNER, AND GENERAL CONTRACTOR PRIOR TO ROUGH -IN. 3. ALL POWER/LOW VOLTAGE OUTLETS SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBER. 4. COORDINATE ALL COVER PLATES FINISHES WITH ARCHITECT AND OWNER. 5. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY FOR USE". 6. BRANCH CIRCUIT SHALL BE MINIMUM 2 #12 AND 1 #12 E.G IN 3/4" C UNLESS OTHERWISE NOTED. 7. NFPA 70 ART. 408.4 "EVERY CIRCUIT AND CIRCUIT MODIFICATION AT N SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT AND SPECIFIC PURPOSE OR USE". 8. CONTRACTORS SHALL REVIEW ELECTRICAL DRAWINGS IN WITH ARCHITECTURAL CONJUNCTION, MECHANICAL AND PLUMBING DRAWINGS, MANUFACTURER DOCUMENTATION AND ANY OTHER APPLICABLE DOCUMENTATION TO COORDINATE ALL ELECTRICAL ITEMS. 9. CONTRACTOR SHALL USE ALL THE APPROVED WIRING METHODS AND MATERIALS, FOLLOWING NEC 2017 CHAPTER 3. NONMETALLIC CONDUIT NOT ALLOWED FOR AMENITIES AREA AND ASSEMBLY OCCUPANCIES. as GMRIN R GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL JHG JFOR Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S, COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS I DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. _- --------- ISSUE DATE BY: REVIEW 06/26/22 MK PERMIT 08/26/22 MK REV. EV. REV. REV. V. REV. , REV. R �e 0 0 N O N v 11 M� Q M� n t+l M+� I� N O I rT� Wn F� 1� o U�� U Q U � C O U r ° • Q . ♦0 • F 4 :i . T i� P ♦ �. •. l .. **Ar as* osph H. Griner , P.E. FL. 39491 00 o 0 °z � ' U C)O �rA V) x w a� 0C N r` N l� t w W z w Ab,0 1 w Z U � O a W � SHEET TITLE ELECTRICAL SCHEDULES - SHEET NUMBER 1 PANEL A.I.C. RATING 42,000A FULL RATED (A.I.C. DECAL - EXAMPLE) NOTE: CONTRACTOR SHALL PROVIDE DECAL 1-1/2" x 2-1/2" WITH 3/16" LETTERING STATING THE A.I.C. RATING OF EACH PANEL. THIS DECAL SHALL BE LOCATED ON THE INSIDE OF PANEL DOOR. DECAL SHALL BE WHITE BACKGROUND WITH BLACK LETTERING WITH A CLEAR PLASTIC LAMINATE TOP COVER OVER DECAL. A.I.C. IDENTIFICATION DECAL NOT TO SCALE - OVERCURRENT PROTECTION DEVICE L -f ► N — -- -► TO MAIN LIGHTING CIRCUIT TAMPER PROOF TEST SWITCH - -►TO EXIT & EMERGENCY LUMINAIRES L WARNING SHOCK AND ARC FLASH HAZARD APPROPRIATE PPE REQUIRED FAILURE TO COMPLY CAN RESULT IN INJURY OR DEATH (FLASH PROTECTION DECAL - EXAMPLE) RED BACKROUND. YELLOW BACKGROUND. CONTRACTOR SHALL PROVIDE DECAL 1-1 /2" x 2-1/2" WITH 3/16" LETTERING STATING THE ABOVE. DECAL SHALL BE LOCATED ON THE OUTSIDE OF ALL SWITCHBOARDS, PANEL BOARDS AND DISCONNECT SWITCHES. DECAL SHALL BE RED AND YELLOW BACKGROUND WITH BLACK LETTERING WITH A CLEAR PLASTIC LAMINATE TOP COVER OVER DECAL. FLASH PROTECTION DECAL NOT TO SCALE FURNISH AND INSTALL A 20 AMP RATED NEMA 3R NON FUSED DISCONNECT AT MINIMUM. INSTALL AND LOCATE IN A ACCESSIBLE LOCATION SERVICE RECEPTAC INSTALL IN ACCESSIBLE LOCATI( FRONT SIGN. SEE SHEET G100 SITE PLAN FOR ACTUAL LOCATION. ' - CONNECT TO CKT. P1-53, j P l -55, P l -57. RUN 2# 10, 1# 1 10 E.G. IN 3/4 INCH CONDUIT LIGTHING FIXTURES NOTE: REFER TO NEC ARTICLE 600.6 FOR MORE DETAILS. EXIT &EMERGENCY LUMINARIES WIRING DETAIL TYPICAL SIGN WIRING DETAIL NOT TO SCALE NOT TO SCALE OUTLETS PROVIDE BRACKET SUPPORT FOR ADDITIONAL SUPPORT TO ALL BOXES (TYP.) - PROVIDE CONDUIT SUPPORTS IN ACCORDANCE j WITH NEC. SPACING REQUIREMENTS FOR TYPE OF RACEWAY REQUIRED. -_ AS REQUIRED FOR TYPE `1 OF CONSTRUCTION. PROVIDE BRACKET SUPPORT FOR ADDITIONAL SUPPORT TO ALL BOXES (TYP.) STEEL CITY No. 7501 BOX SUPPORT TYPICAL OUTLET BOX. NOTES: (1) TYPICAL FOR WOOD & - METAL STUD ROUGH -IN. _ o (2) PLASTER RINGS NOT SHOWN (.3) LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCHITECTURAL & MECHANICAL DRAWINGS, & WITH ALL APPLICABLE SHOP DRAWINGS. (4) IN ACCORDANCE WITH UBC 4304 OUTLETS ON OPPOSITE SIDES i OF WALLS OR PARTITIONS IN THE SAME STUD SPACE MUST BE SEPERATED BY A MINIMUM OF 24" HORIZONTAL DISTANCE. TYPICAL ROUGH -IN REQUIREMENTS NOT TO SCALE IU� �I WALL MOUNTED STROBE BOTTOM OF DEVICE AND SPEAKER/STROBE TOP OF DEVICE MANUAL =1� PULL 80 TOP OF DEVICE STATION FACP 18" 60" TYPICAL DEVICE MOUNTING HEIGHT NOT TO SCALE PHOTOCELL FACING NORTH TERMINATE SLEEVE BELOW LEVEL OF PITCH AND SEAL j WITH SILICONE RUBBER PITCH FILL TO TOP OF PAN JF PITCH PAN BUILT UP ROOF i (STAINLESS STEEL) SLEEVE DETAIL OF CONDUIT THRU ROOF NOT TO SCALE CONDUIT - FIXTURE ---- - PANEL AND SWITCHBOARD CLEARANCE NOT TO SCALE PANEL NEC ARTICLE i' 1 10 FROM VIEW Fe i N E re GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS f DESIGN ARE VAUD FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE REVIEW DATE BY: 08/26/22 MK PERMIT 08126122 MK - REV. - EV. REV. REV. REV. REV. -- ---- REV. O O ri o� O N T^ N v 1 Q w H Fr'1 H W � N p WQ� U U U o Y OF u,ft ♦o'.• �-r� A Joseph H. Gri r III, P FL. 39491 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER ELECTRICAL SPECIFICATIONS INTRODUCTION: A. THE WORK. APPARATUS AND MATERIALS WHICH SHALL BE FURNISHED UNDER THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS SHALL INCLUDE ALL ITEMS SPECIFIED HEREINAFTER AND SHOWN ON THE DRAWINGS. ALL OTHER MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. B. THE CONTRACTOR SHALL EXTEND THE SERVICE FROM THE POINT OF SERVICE ATTACHMENT FURNISHING ALL PROTECTIVE DEVICES, CONDUCTORS, SUPPORTS, RACEWAYS, ETC. TO PROVIDE COMPLETE INTERIOR ELECTRICAL SYSTEMS TO SERVE MOTOR LOADS, LIGHTING LOADS AND MISCELLANEOUS ELECTRICAL LOADS, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREINAFTER. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE COMPLETION OF THE WORK AND MAKING ANY MINOR CONNECTION CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND NO SUBSTANDARD WORK WILL BE ACCEPTED. C. VERIFY CONDITIONS AT THE FIELD PRIOR TO PRICING THE JOB. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. D. CONTRACTOR SHALL COORDINATE THE EXACT MOUNTING HEIGHTS AND/OR LOCATIONS OF ALL LIGHTING FIXTURE SWITCHES, OUTLETS AND WIRING DEVICES AND SHALL PERFORM ALL WORK NOTED ON PLANS, IN NOTES OR IN DETAILS RELATED TO THE INSTALLATION. THE OWNER RESERVES THE RIGHT TO RELOCATE ANY DEVICE PRIOR TO ROUGH -IN 10' WITHOUT REVISION TO THE CONTRACT. E. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEE INSPECTIONS AND TESTING. F. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR DURATION OF THE WORK. G. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF THE LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANY PRIOR TO BID AND START OF CONSTRUCTION. ELECTRICAL CODES A. THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES. INTERFERENCES A. THE PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE DIFFERENT TRADES SO THAT INTERFERENCES BETWEEN CONDUITS. PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL WORK WILL BE AVOIDED. ALL NECESSARY OFFSETS IN RACEWAYS, FITTINGS, ETC. REQUIRED TO PROPERLY INSTALL THE WORK SHALL BE FURNISHED SO AS TO TAKE UP MINIMUM SPACE, AND ALL MATERIALS REQUIRED TO ACCOMPLISH THIS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IN CASE INTERFERENCE DEVELOPS, THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DECIDE WHICH EQUIPMENT. PIPING, ETC., MUST BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. MATERIALS A. IN GENERAL, MATERIALS AND APPARATUS SHALL COMPLY WITH ALL APPLICABLE TESTS, RATINGS, SPECIFICATIONS, AND REQUIREMENTS OF THE IEEE AND NEMA AND SHALL BEAR THE APPROVED DEVICE LABEL OF THE UNDERWRITERS' LABORATORIES, INC. OR OTHER TESTING LABORATORY APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION, B. THE CONTRACTOR SHALL SUBMIT A LIST OF PRINCIPAL MATERIAL ITEMS, GIVING MANUFACTURER'S NAMES AND CATALOG NUMBERS. APPROVAL OF THE LIST SHALL BE OBTAINED FROM THE OWNER BEFORE ORDERS ARE PLACED. GUARANTEE A. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WITHIN SAID PERIOD. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS. IDENTIFICATION OF EQUIPMENT A. IDENTIFICATION OF EQUIPMENT SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT INSTALLED BY THE CONTRACTOR. ENGRAVED LAMINATED PLASTIC NAMEPLATES SHALL BE PROVIDED AND IDENTIFICATION SHALL CLEARLY DESCRIBE THE EQUIPMENT AND FUNCTION. COORDINATE NAMES ABBREVIATIONS AND OTHER DESIGNATIONS USED IN ELECTRICAL IDENTIFICATION WORK WITH CORRESPONDING DESIGNATIONS SHOWN, SPECIFIED OR SCHEDULED. PROVIDE NUMBERS, LETTERS AND WORDING AS INDICATED OR IF NOT OTHERWISE INDICATED, AS RECOMMENDED BY MANUFACTURER OR AS REQUIRED FOR PROPER IDENTIFICATION AND MAINTENANCE OF ELECTRICAL SYSTEMS AND EQUIPMENT. B. INSTALL LABEL TAGS ON ALL WIRE AND CABLE IN JUNCTION BOXES, WIREWAYS AND WIRING GUTTERS OF PANELS. TAGS SHALL IDENTIFY WIRE OR CABLE CIRCUIT NUMBER AND/OR EQUIPMENT SERVED AS SHOWN ON DRAWINGS. C. ALL JUNCTION BOXES TO BE DESIGNATED WITH PERMANENT MARKER INDICATING PANELBOARD AND CIRCUIT NUMBERS OF BRANCH CIRCUIT WIRING CONTAINED WITHIN. D. PANELBOARD DIRECTORIES SHALL BE UPDATED/TYPEWRITTEN WITH ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT EXISTING UNCHANGED AND NEW RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TENANT NAME, TYPE AND LOCATION OF LOAD. RACEWAYS AND FITTINGS A. HOMERUNS SHALL BE A MINIMUM SIZE OF HALF -INCH (1 /2"), UNLESS OTHERWISE SPECIFIED. PROVIDE A MINIMUM OF HALF -INCH (1/2") FOR FLEXIBLE CONNECTIONS TO EQUIPMENT. B. UNDERGROUND INSTALLATIONS: l . USE THICKWALL NONMETALLIC CONDUIT, SCHEDULE 40 PVC. 2. IN OR UNDER SLAB -ON -GRADE: USE SCHEDULE 40 PVC OR GRAY HDPE PIPE, PER NEC REQUIREMENTS. USE ONLY UL LISTED AND APPROVED FITTINGS FOR COUPLING AND CHANGE -OVER TO DIFFERENT TYPE RACEWAYS. 3. MINIMUM SIZE: 3/4". 4. INSTALL RIGID STEEL, LONG RADIUS ELBOWS FOR CONDUITS LARGER THAN ONE INCH (1"). 5. UNDER SLAB CONDUIT OR POURED -IN CONCRETE CONDUIT SHALL BE PAINTED WITH A COAT OF BITUMASTIC. THE BITUMASTIC SHALL BE CONTINUOUS AND CONTINUE UP THROUGH PENETRATION OF CONCRETE SLABS, UP TO 12" A.F.G. CORROSION TAPE IS ACCEPTABLE. C. OUTDOOR LOCATIONS, ABOVE GRADE: USE RIGID AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT WITH ENHANCED CORROSION. PROVIDE COMPLETELY COATED OF THE RIGID CONDUIT WITH An ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER # 50. D. WET AND DAMP LOCATIONS: USE RIGID STEEL, INTERMEDIATE, AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT. E. DRY LOCATIONS: 1. CONCEALED: ELECTRICAL METALLIC TUBING. 2. EXPOSED: A) EXTERIOR -RIGID STEEL ONLY. B) INTERIOR -RIGID STEEL TO 2'0" A.F.G., THENELECTRICAL METALLIC TUBING. F. METAL CONDUIT 1. RIGID STEEL AND INTERMEDIATE METAL CONDUIT: ANSI C80.1. 2. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1; ALL STEEL FITTINGS. 3. RIGID STEEL CONDUIT SHALL BE UNDERWRITERS' APPROVED HOT -DIP GALVANIZED WITH ENHANCED CORROSION PROTECTION. ZINC METALIZED OR SHERADIZED. THE THREADED ENDS OF THE CONDUIT SHALL BE ZINC COATED AND SHALL BE THREADED TYPE WITH ENHANCED CORROSION PROTECTION. 4. ALL CONDUIT SHALL BE MADE UP TIGHT AND NO RUNNING THREADS WILL BE PERMITTED, "ERICSON" COUPLINGS BEING USED WHERE NECESSARY. G. FLEXIBLE METAL CONDUIT 1. DESCRIPTION: FOR EXPOSED LOCATIONS, INTERLOCKED STEEL CONSTRUCTION. FOR CONCEALED LOCATIONS- INTERLOCKED STEEL CONSTRUCTION. 2. FITTINGS: ANSI/NEMA FB 1. 3. FLEXIBLE METALLIC CONDUIT IN DRY LOCATIONS SHALL BE UNDERWRITERS' APPROVED, ZINC COATED, SINGLE STRIP TYPE. FITTINGS SHALL BE AS MANUFACTURED BY THOMAS AND BETTS "TITE-BITE", STRAIGHT OR ANGLE CONNECTORS OR APPROVED EQUAL. H. LIQUIDTIGHT FLEXIBLE METAL CONDUIT 1. DESCRIPTION: INTERLOCKED STEEL CONSTRUCTION WITH PVC JACKET. 2. FITTINGS: ANSI/NEMA FB 1. 3. FLEXIBLE CONDUIT IN DAMP OR WET LOCATIONS SHALL BE UNDERWRITERS' APPROVED FLEXIBLE, LIQUID -TIGHT METAL CONDUIT. FITTINGS SHALL BE AS MANUFACTURED BY APPLETON, CROUSE-HINDS OR THOMAS AND BETTS. I. ELECTRICAL METALLIC TUBING (EMT) 1. DESCRIPTION:C80.3; GALVANIZED TUBING. ANSI S , 2. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB l; STEEL SET SCREW OR STEEL COMPRESSION COUPLING OR CONNECTORS. ALL CONNECTORS SHALL BE INSULATED THROAT, UP TO ONE INCH. 3. THIN WALL CONDUIT SHALL BE UNDERWRITERS' APPROVED GALVANIZED ELECTRICAL METALLIC TUBING. COUPLINGS AND CONNECTORS FOR CONDUIT SHALL BE STEEL HEX -NUT, ZINC OR CADMIUM PLATED SET SCREW TYPE FITTING J. NONMETALLIC CONDUIT 1. DESCRIPTION: NEMA TC 2; SCHEDULE 40 PVC. 2. FITTINGS AND CONDUIT BODIES: NEMA TC 3. K. TYPE MC CABLE 1. MC CABLE MAY BE USED WHERE CONCEALED IN WALLS. SECURE IN NO MORE THAN 3INTERVALS AND WITHIN 6" OF OUTLET. L. UNDERGROUND SERVICE CONDUITS/RACEWAY ENTERING THE BUILDING OR STRUCTURE FROM OUTSIDE SHALL BE SEALED, INCLUDING SPARE CONDUITS. SEALANT SHALL BE SUITABLE FOR THIS USE. M. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. N. ALL CONDUITS SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE PRINCIPAL STRUCTURAL MEMBERS. ALL CONDUITS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. PROVIDE SUPPORT A MINIMUM OF 181, FROM BENDS AND OUTLET BOXES AND ON INTERVALS NOT TO EXCEED 8'-0". CONDUIT IS NOT TO SPAN ANY SPACE UNSUPPORTED. ALL CONDUITS SHALL BE SUPPORTED FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM. O. PROVIDE NYLON PULL CORD AND LEAVE IN PLACE IN EACH EMPTY CONDUIT. LABEL EACH END OF THE PULL CORD WITH LOCATION OF THE OPPOSITE END. BOXES A. ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICE. B. OUTLET BOXES FOR EXPOSED WALL MOUNTING, AND OUTDOOR INSTALLATIONS SHALL BE CAST WITH THREADED HUB TYPE WITH SUITABLE COVERS. WEATHERPROOF RECEPTACLE COVERS SHALL BE "IN USE" TYPE AND HAVE METAL SPRING HINGE LIDS. CONDUCTORS A. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT CONDUCTORS SHALL BE #12 AWG. BRANCH CIRCUITS RUN OVER 75 FEET IN LENGTH. MEASURING ONE WAY FROM THE FIRST OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE #10 AWG FOR THE ENTIRE CIRCUIT. B. SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE ELECTRICALLY AND MECHANICALLY SECURE AND SOLDERLESS FOR CONDUCTORS SIZES #8 AWG AND LARGER. THERE SHALL BE PLENTY OF SLACK CABLE IN BOXES, OUTLETS AND CABINETS TO INSURE THAT THERE IS NO BINDING AT THE BUSHINGS. ALL LUGS SHALL BE OF THE CORRECT SIZES FOR THE CONDUCTORS JOINED AND IN NO CASE SHALL STRANDS BE CUT FROM A CONDUCTOR IN ORDER TO FIT THE CONDUCTOR INTO A LUG. TAPING OF JOINTS SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. C. ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATION SHALL BE DUAL TYPE THHN/THWN 750 C. (167°F.) FOR DRY, DAMP & WET LOCATIONS. CONDUCTOR INSULATION WITH SINGLE TYPE MARKING THHN 90° C. (194- F.) MAY BE USED FOR DRY LOCATIONS ONLY. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON -AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED TO: 1. ISOLATED GROUND LEADS: GREEN AND YELLOW. 2. GROUND LEADS: GREEN 3. GROUNDED NEUTRAL LEADS: WHITE 4. 120/240 VOLT, UNGROUNDED PHASE WIRES: BLACK AND RED. THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. NOTE: WHERE EXISTING BASE BUILDING COLOR CODING DIFFERS FROM COLOR CODING ASSIGNED HERE -IN. CONTRACTOR SHALL USE EXISTING COLOR CODING AS REQUIRED TO MAINTAIN CONSISTENCY. ADVISE ENGINEER (IN WRITING) OF COLOR CODING TO BE USED. D. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE ALL REQUIRED CONNECTIONS TO SERVE MECHANICAL EQUIPMENT FURNISHED. E. ALL CONDUITS AND WIRING PENETRATING RATED FLOORS, CEILINGS AND WALLS SHALL BE SEALED TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION. PENETRATION SHALL BE PER UL ASSEMBLY STANDARDS. F. WHEN MAIN ELECTRICAL SERVICE CONDUCTOR HAS A WIREWAY, E.C. SHALL TAP OFF ALL SERVICE ENTRANCE FEEDERS (PARALLEL CONDUCTORS) FOR TOTAL AMPACITY 8, BALANCING. GROUNDING A. THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER. B. ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT THE POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. C. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER UNLESS OTHERWISE NOTED. D. ALL RACEWAYS WITH #10 OR 12 AWG PHASE CONDUCTORS FOR RECEPTACLES, LIGHTING FIXTURES AND SIMILAR CIRCUITS (NEW BRANCH CIRCUITS) SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES. EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE CONDUCTORS LARGER THAN #10 AWG ARE INDICATED ON DRAWINGS. GROUND CONDUCTORS SHALL BE CONNECTED TO GROUND BUS IN PANELBOARDS. E. TERMINATE FEEDER AND BRANCH CIRCUIT INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH GROUNDING LUG, BUS, OR BUSHING. CONDUCTORS LOOPED UNDER SCREW OR BOLT HEADS WILL NOT BE PERMITTED. F. INSTALL CLAMP -ON CONNECTORS ON CLEAN METAL CONTACT SURFACES TO ENSURE ELECTRICAL CONDUCTIVITY AND CIRCUIT INTEGRITY. G. PROVIDE GROUNDING BUSHING AND A CONTINUOUS COPPER BONDING JUMPER FROM THE BUSHING TO THE EQUIPMENT GROUND BUS IN ALL FEEDERS. THE BONDING JUMPER SHALL BE THE SAME SIZE AS THE EQUIPMENT GROUND CONDUCTOR. H. GROUND SHALL BE 5/8" DIAMETER, TEN (10) FEET LONG COPPER -CLAD STEEL. OBTAIN TWENTY FIVE (25) OHMS MAXIMUM RESISTANCE AS READ WITH AN OHM METER, USING TWO REFERENCE RODS. IF TWENTY FIVE (25) OHMS CANNOT BE ACHIEVED, CONTRACTOR SHALL PROVIDE ADDITIONAL RODS, UNTIL TWENTY FIVE FIVE (25) HAS BEEN OBTAIN. CIRCUIT PROTECTIVE DEVICES I�e3q�l�:7d l . UNLESS OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED WITH TOP OF CABINET OR ENCLOSURE 6'- 6" ABOVE FINISHED FLOOR, SHALL BE PROPERLY ALIGNED, AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS. ALL STEEL SHAPES, ETC., NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCLOSURES SHALL BE NEMA TYPE I, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE 4X STAINLESS STEEL 316. 2. INSTALL DISCONNECT SWITCHES FOR USE WITH MOTOR -DRIVEN APPLIANCES, AND MOTORS AND CONTROLLERS WITHIN SIGHT OF CONTROLLER POSITION UNLESS OTHERWISE INDICATED. B. SAFETY SWITCHES: 1. ALL SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE. SWITCH MECHANISM SHALL BE QUICK -MAKE, QUICK -BREAK. COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH IS IN THE "OFF' POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, SQUARE-D, OR CUTLER -HAMMER. (MATCH BUILDING STANDARD WHERE APPLICABLE) C. FUSES: l . ALL FUSES FOR SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE BUSSMAN "FUSETRON" OR CHASE SHAWMUT "TRIONIC". THE CONTRACTOR SHALL FURNISH AND INSTALL PROPER SIZE FUSES WHERE REQUIRED FOR ALL FUSIBLE EQUIPMENT AND SHALL FURNISH TO THE OWNER A DUPLICATE CARTRIDGE FOR EACH FUSE TYPE INSTALLED. 2. FUSES FOR HVAC EQUIPMENT (ROOF TOP UNITS, CONDENSING AND AIR HANDLING UNITS) SHALL BE RK5 TYPE, TYPICAL UNLESS OTHERWISE NOTED. CONFIRM WITH HVAC EQUIPMENT NAME PLATE FOR SPECIFIC FUSE REQUIREMENTS. PANELBOARDS: A. PANELBOARDS SHALL BE CONNECTED DISTRIBUTED PHASE WITH CIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. PANELBOARDS SHALL HAVE CIRCUIT DIRECTORY CARDS AND SHALL BE COMPLETED WITH A TYPEWRITER BY THE CONTRACTOR TO INDICATE NEW AND EXISTING AREAS AND/OR DEVICES SERVED BY EACH CIRCUIT. B. CIRCUIT BREAKERS FOR MOUNTING IN NEW PANELBOARDS OR DISTRIBUTION SECTION OF SWITCHBOARD SHALL BE MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE. BREAKERS SHALL HAVE THERMAL - MAGNETIC TRIP UNITS AND MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP BAR SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER. BREAKERS SHALL BE TRIP FREE AND TRIP - INDICATING AND SHALL HAVE QUICK -MAKE, QUICK BREAK CONTACTS. C. PANELBOARDS SHALL BE INSTALLED COMPLETE WITH CONNECTORS AND ASSOCIATED HARDWARE FOR ALL CIRCUIT BREAKERS AND SPACES LISTED IN THE PANELBOARD SCHEDULE. D. PANELBOARDS TO BE DEADFRONT TYPE, WITH ALUMINMUM/COPPER BUS BARS, WITH BOLT -ON TYPE BRANCH CIRCUIT BREAKERS EQUAL TO SQUARE-D TYPE NQOD, NF, OR I -LINE AS APPLICABLE. ALL CIRCUIT BREAKERS SHALL BE CONCEALED BEHIND A HINGED, LOCKABLE DOOR INSTALLED ON THE FRONT PANELBOARD COVER. E. ALL PANELBOARDS TO BE IDENTIFIED WITH ENGRAVED PLASTIC LAMINATE SIGNS. COORDINATE NAMES USED FOR IDENTIFICATION WITH CORRESPONDING DESIGNATIONS SHOWN, SPECIFIED OR SCHEDULED. FASTEN WITH SELF TAPPING STAINLESS STEEL SCREWS, OR CONTACT TYPE PERMANENT ADHESIVE WHERE SCREWS CAN NOT OR SHOULD NOT PENETRATE SUBSTRATE. INDICATE PANEL NAME, LOCATION, FEEDER, VOLTAGE, PHASE, WIRES, AND AMPERAGE. F. INSTALL PANELBOARDS AND ENCLOSURES AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC STANDARDS AND NECA S"STANDARDS OF INSTALLATION", AND IN COMPLIANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS FULFILL REQUIREMENTS. G. PANEL LOAD DATA IS BASED ON INFORMATION GIVEN TO ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATING BEFORE ORDERING. H. TYPEWRITTEN CIRCUIT PANEL DIRECTORY SHALL BE PROVIDED INSIDE OF EACH PANELBOARD DOOR. CLEARLY IDENTIFY AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. I. THE PANEL BREAKERS SHALL BE FULLY RATED. SERIES RATING IS NOT ACCEPTABLE. RECEPTACLES A. ALL RECEPTACLES SHALL BE THE GROUNDING TYPE WITH GROUND CONNECTION MADE THROUGH AN EXTRA POL E WHICH SHALL BE PERMANENTLY CONNECTED TO GROUND CONDUCTOR. B. RECEPTACLES FOR 20 AMPERE, 120V SERVICE SHALL BE THREE -WIRE, TWO POLE RECEPTACLES RATED 20 AMPERES AT 120 VOLTS. 15 AMPERE RECEPTACLES WILL BE ACCEPTABLE ON MULTI -OUTLET CIRCUITS. ALL NEW RECEPTACLES SHALL BE THAT OF LEVITON OR HUBBELL OR PRE -APPROVED EQUAL. C. WALLPLATES: PROVIDE WALLPLATES FOR SINGLE AND COMBINATION WIRING DEVICES, OF TYPES, SIZES, AND WITH GANGING AND CUTOUTS AS INDICATED. SELECT PLATES WHICH MATE AND MATCH WIRING DEVICES TO WHICH ATTACHED. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLORED TO MATCH FINISH OF PLATES, WALLPLATES COLORED TO MATCH WIRING DEVICES AND ADJACENT WALL SURFACES. PROVIDE STAINLESS STEEL PLATES IN BREAK ROOM, FOOD SERVICE AND COUNTER AREAS. D. ELECTRICAL CONTRACTOR SHALL CONFIRM RECEPTACLE CONFIGURATION, VOLTAGE, PHASE AND AMPERAGE FOR ALL EQUIPMENT FURNISHED AND INSTALLED FOR THIS WORK. ADVICE ENGINEER IF REQUIRED. ALL REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT AND OWNER. MOTOR STARTERS: A. MANUAL MOTOR STARTERS FOR 1 15V, 10 MOTORS (1) HORSEPOWER AND SMALLER, SHALL BE SINGLE POLE, HORSEPOWER RATED SWITCHES WITH THERMAL OVERLOAD UNITS AND HEATERS. STARTERS SHALL BE SQUARE-D CLASS 2510, WITH STAINLESS STEEL COVER PLATES. LIGHTING FIXTURES: A. THE CONTRACTOR SHALL FURNISH AND INSTALL, COMPLETE IN ALL RESPECTS, ALL LIGHTING FIXTURES SHOWN ON THE PLANS. B. SHOP DRAWINGS: SUBMIT FIXTURE SHOP DRAWINGS MINIMUM (6) COPIES IN BOOKLET FORM, WITH SEPARATE SHEET FOR EACH FIXTURE ASSEMBLED IN "LUMINAIRE TYPE" ALPHABETICAL OR NUMERICAL ORDER, WITH PROPOSED FIXTURE, LIGHTING PHOTOMETRIC, INPUT WATTS, AND ACCESSORIES CLEARLY INDICATED ON EACH SHEET. SUBMIT DETAILS INDICATING COMPATIBILITY WITH CEILING GRID SYSTEM. C. BALLASTS FOR FLUORESCENT LAMPS SHALL BE HIGH FREQUENCY ELECTRONIC FOR USE WITH OTIC TYPE (265MA) LAMPS. THE TOTAL HARMONIC DISTORTION (%THD) SHALL BE LESS THAN 10, POWER FACTOR SHALL BE .95 OR HIGHER. ELECTRONIC BALLASTS FOR FLUORESCENT LAMPS SHALL BE OSRAM SYLVANIA, QUICKTRONIC. ALL BALLASTS SHALL BE INDIVIDUALLY FUSED ON THE LINE SIDE OF THE BALLAST. ALL BALLASTS SHALL BE ENERGY SAVING, HIGH POWER FACTOR TYPE AND SHALL BEAR ETL/CBM AND UL LABELS. a u D. T-8 AND T-5 FLUORESCENT, COMPACT FLUORESCENT LAMPS SHALL BE AS SPECIFIED ON LIGHTING Q FIXTURE SCHEDULE OR AS NOTED. INCANDESCENT LAMPS SHALL BE 120V. GENERAL PURPOSE TYPE. UNLESS OTHERWISE NOTED ALL LAMPS SHALL BE TCLP COMPLIANT AND MANUFACTURED BY OSRAM SYLVANIA. U- SHAPED LAMPS SHALL HAVE 6" SPACING BETWEEN ENDS. Q a E. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY SUPPORTED AND ALIGNED, AND THE CONTRACTOR Q SHALL FURNISH AND INSTALL ALL NECESSARY STEEL SHAPES, ETC., FOR SUPPORT OF FIXTURES AS REQUIRED AND �y DETAILED ON THE DRAWINGS. LIGHTING FIXTURES SHALL BE CLEAN AND NON -OPERATING LAMPS REPLACED LL WITH NEW LAMPS AT THE TIME OF FINAL INSPECTION. z F. LED FIXTURES SHALL BE FURNISHED TO MATCH THE REQUIREMENTS FOR THE PARTICULAR APPLICATION. COLOR (CRI) SHALL BE 3500K, 4100K OR AS DIRECTED. LED LIGHT INTENSITY SHALL BE MINIMUM OF 20MA ANDUj POSSESS AT LEAST L70% LUMEN MAINTENANCE FACTOR (LESS THAN 30% REDUCTION IN LIGHT OUTPUT OVER 0 50,000HR LIFE). PARTICULAR ATTENTION SHOULD BE PAID TO LUMEN OUTPUT OF THE FIXTURE BEING SUBSTITUTED, WHICH SHOULD NOT BE LESS THAN THE FLUORESCENT FIXTURE IT REPLACES. ATTENTION SHOULD BE LL PAID TO OUTPUT PATTERN AS WELL. IV I IM JE IV GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn ORL Designed ORL FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. M THE DRAWINGS I DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2e2e FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 68/26/22 MK PERMIT 08/26/22 MK REV. - -REV. REV. REV. REV. REV. 0 0 (V O N T� N V 1 '"00 m a o N m �n 00 N¢ d m Q N 00 U 0 � O Q W W a 00 N M N w W z °Q00 1 F, v' w w z N N U w�a V) O SHEET TITLE ELECTRICAL - SPECI�IGATIONS I I I I 1 II 1 II_L ' I I 1 11 GENERAL THE INTENT OF THESE CONTRACT DOCUMENTS (SPECIFICATIONS AND DRAWINGS) IS FOR THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE PLUMBING SYSTEMS. ALL SYSTEMS SHALL BE COMPLETE IN ALL RESPECTS. OPERATING, TESTED, ADJUSTED, APPROVED BY THE AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER. WHEN A CONFLICT BETWEEN THE DRAWINGS, NOTES AND/OR SPECIFICATIONS OCCUR, THE MORE STRINGENT, AND/OR LARGER QUANTITY AND/OR MORE EXPENSIVE SHALL APPLY. THE REQUIREMENTS LISTED WITHIN NOTES OR SPECIFICATIONS SHALL BE REQUIRED, PROVIDED AND INSTALLED WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT. ITEMS AND SERVICES NOT SHOWN ON DRAWINGS OR SPECIFICATIONS BUT REQUIRED TO RENDER THE WORK COMPLETE AND READY FOR OPERATION, SHALL BE PROVIDED WITHOUT ADDITIONAL COST. WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS. PROVIDE MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, DELIVER AND INSTALL ALL WORK AS SPECIFIED AND AS REQUIRED BY JOB CONDITIONS. WHERE A CONFLICT EXISTS BETWEEN THESE NOTES, THE DRAWINGS AND THE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. DRAWINGS ARE DIAGRAMMATIC AND INDICATE A GENERAL ARRANGEMENT OF WORK AND ARE NOT TO BE CONSIDERED SUB -CONTRACTOR DOCUMENTS. IT IS THE INTENT OF THESE DOCUMENTS TO INCLUDE THE PROVISION AND INSTALLATION OF ALL NECESSARY WORK AND MATERIALS FOR COMPLETE, OPERATIONAL AND CODE COMPLIANT SYSTEMS BY THE CONTRACTOR, GENERAL DESIGN CONCEPTS INDICATED MUST BE FOLLOWED OR BETTERED. THE BID SHALL INCLUDE OFFSETS, ADDITIONAL PIPING, VALVES AND EQUIPMENT AND COMPONENTS AS REQUIRED TO MEET CONSTRUCTION CONDITIONS FOR PROPER OPERATION. DO NOT SCALE DRAWINGS. CONSULT ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SPACE CONDITIONS AND ADDITIONAL REQUIREMENTS. PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT GENERAL CONDITIONS AND WITH THE PROVISIONS OF ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND LAWS. WORK SHALL INCLUDE ALL INCIDENTALS, LABOR, MATERIAL, EQUIPMENT, APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, SUPPORTS, TOOLS, CONSUMABLE ITEMS, FEES, LICENSES, AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OPERABLE WORK SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.. ALL EQUIPMENT, MATERIALS AND RELATED SYSTEMS COMPONENTS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. STORE MATERIALS INSIDE AND PROTECTED FROM DEBRIS, WEATHER AND MOISTURE. REPAIR AND/OR REPLACE AT NO COST TO OWNER ALL EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION. COORDINATION THE CONTRACTOR SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS, INCLUDING PROJECT MANUAL, PLANS AND SPECIFICATIONS OF ALL TRADES BEFORE SUBMITTING BID. REFER TO SPECIFICATIONS, PROJECT MANUAL AND PLANS, INCLUDING ALL EQUIPMENT SCHEDULES FOR INFORMATION. CONTRACTOR SHALL WALK THROUGH BUILDING PRIOR TO SUBMITTING BID WHEN AVAILABLE. ALL OF THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY TO FORM A TOTAL DESIGN PACKAGE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER TO DETERMINE WHICH TRADE CONTRACTOR IS RESPONSIBLE FOR VARIOUS PORTIONS OF THE WORK. ALL WORK AND ACTION DEPICTED AND DESCRIBED SHALL BE PERFORMED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. THE PLUMBING CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND SHALL COORDINATE WITH CIVIL ENGINEER LOCATIONS AND ELEVATIONS OF PLUMBING SERVICE LINES BEFORE PROCEEDING WITH CONSTRUCTION. THE UTILITY SERVICE LINES SHOWN ON THE DRAWINGS ARE FOR REFERENCE & BUILDING PERMIT ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR UTILITY SERVICE LINES LAY -OUT & DETAILS. AS BUILT DRAWINGS PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS. AS -BUILT DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN THIS DISCIPLINE. DRAWINGS SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS NECESSARY TO CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A COMPLETE AND CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL BE RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO PRODUCE A CLEAR AND CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY AND ELECTRONIC (AUTO -CAD VERSION AS REQUIRED BY THE OWNER) VERSION. NUMBER OF COPIES OF EACH AS REQUESTED BY THE OWNER. PROVIDE "AS -BUILT DRAWINGS" INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL REVISIONS OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: • INCLUDE ALL CHANGES AND AN ACCURATE RECORD, ON REPRODUCTIONS OF THE CONTRACT DRAWINGS OR APPROPRIATE SHOP DRAWINGS, OF ALL DEVIATIONS, BETWEEN THE WORK SHOWN AND WORK INSTALLED. • MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, CONCEALED UNIONS LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED (I.E., TRAPS, STRAINERS, EXPANSION COMPENSATORS, TANKS, ETC.). VALVE LOCATION DIAGRAMS, COMPLETE WITH VALVE TAG CHART. • EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. • APPROVED SUBSTITUTIONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED. PLUMBING GENERAL NOTES HANGERS AND SUPPORT PROVIDE ALL NECESSARY STRUCTURAL MEMBERS INCLUDING ADDITIONAL STRUCTURAL SUPPORT TO SUPPORT PIPING AND EQUIPMENT. HANGERS AND SUPPORTS SHALL BE OF AN APPROVED DESIGN NECESSARY TO SUPPORT PIPING, EQUIPMENT AND TO KEEP PIPING IN PROPER ALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS, BRACKETS, ETC., ARE SUPPORTED FROM CONCRETE CONSTRUCTION, DO NOT WEAKEN CONCRETE OR PENETRATE WATERPROOFING. ALL HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED. HANGERS SUPPORTING PIPING EXPANDING INTO LOOPS, BENDS AND OFFSETS SHALL BE SECURED TO THE BUILDING STRUCTURE IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPING SUPPORTED MAY BE MADE TO ACCOMMODATE DISPLACEMENT DUE TO EXPANSION. ALL SUCH HANGERS SHALL BE FINALLY ADJUSTED BOTH IN THE VERTICAL AND HORIZONTAL DIRECTION, AS REQUIRED. HANGERS IN CONTACT WITH COPPER OR BRASS PIPE SHALL BE DIELECTRIC, COMPATIBLE WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE. PROVIDE ADDITIONAL SUPPORT FOR PIPING AND EQUIPMENT WHEN DECK IS NOT CAPABLE OF SUPPORT. BEAM CLAMPS - HANGERS SUPPORTED FROM STEEL SHALL BE CENTER LOADING BEAM CLAMPS FOR HANGERS SUPPORTING PIPING 2 INCHES. FOR PIPING 2-L/2 INCHES AND LARGER, I BEAM CLAMPS SHALL BE FORGED STEEL. "C" CLAMPS ARE NOT TO BE USED. PROVIDE AND INSTALL EXPANSION COMPENSATION FOR ALL PIPING. BAND IRON, TIE WIRE, METAL STRAPPING OR WIRE STRAPPING SHALL NOT BE PERMITTED TO SUPPORT PIPING OR EQUIPMENT. PIPE SEALS SEAL ALL PIPING PASSING THROUGH ALL FIRE AND/OR SMOKE RATED PARTITIONS AND WALLS WITH A UL LISTED, APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ALL PIPING PENETRATING A SLAB ON GRADE R FOUNDATION WALL BELOW O O LO GRADE DE AND IN CONTACT WITH EARTH SHALL BE PROVIDED WITH A WATER TIGHT HILTI OR EQUAL PIPE PENETRATION SYSTEM. ALL PIPING THROUGH WALLS, FLOORS OR CEILINGS SHALL HAVE SLEEVES AND ESCUTCHEONS. PROVIDE A TWO PIECE CHROME ESCUTCHEON WHERE PIPING PASSES THROUGH WALLS OR FLOORS OF FINISHED SPACES. PLUMBING FIXTURES PLUMBING FIXTURES SHALL BE NEW, COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING FAUCETS, CARRIERS, SUPPLIES, STOPS, TRAPS, TAILPIECES, WASTE PLUGS, CASINGS, HANGERS, PLATES, BRACKETS, ANCHORS, SUPPORTS, HARDWARE AND FASTENING DEVICES. NOTE: ALL FIXTURES SHALL BE OF SAME MANUFACTURER. TRIMMINGS AND FITTINGS SHALL BE CONSTRUCT OF FORGED, CAST, ROLLED OR EXTRUDED BRASS OR BRONZE WITH MONEL AND OTHER SUITABLE NON -CORROSIVE PARTS: DESIGNED WITH EASILY RENEWABLE PARTS THAT ARE SUBJECT TO WEAR OR DETERIORATION. NO DIE CASTINGS AND STAMPINGS OTHER THAN BRASS OR STAINLESS STEEL. PROVIDE PLUMBING FIXTURES AND TRIM WITH ALL NECESSARY TRIM, DEVICES AND ACCESSORIES REQUIRED FOR PROPER OPERATIONS SPECIFICALLY NOTED OR NOT ESCUTCHEONS SHALL BE ONE-PIECE CHROME PLATED CAST BRASS OR STAINLESS STEEL. EXAMINE ROUGHING -IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING CONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, AND UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL ROUGH -IN TO PLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED ROUGH -IN DIMENSIONS, AND REQUIREMENTS. UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED, TEST FIXTURES TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT MALFUNCTIONING UNITS AT SITE, THEN RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND PROCEED WITH RETESTING. CLEAN PLUMBING FIXTURES, TRIM, AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION. SET FIXTURES LEVEL AND UNIFORMLY, WITH CONNECTIONS AT RIGHT ANGLES TO WALL AND PROPERLY CENTERED. LAY OUT ROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS, WITH WASTE OUTLET CENTERED ON FIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION AND MOUNTING HEIGHTS OF EQUIPMENT. COLORS SHALL BE COORDINATED WITH THE ARCHITECT. CONTACT ARCHITECT FOR CLARIFICATION IF INFORMATION IS NOT CONTAINED IN THE DRAWINGS. DRAINS AND CLEANOUTS PROVIDE ALL POURED IN PLACE DRAINS AND CLEANOUTS WITH 24" X 24" FLASHING. COORDINATE FLOOR DRAIN LOCATIONS WITH RESPECT TO EQUIPMENT HOUSEKEEPING PADS. PLACE DRAINS SUCH THAT EDGE OF THE FLOOR GRATE EXTENDS NO FURTHER THAN 2 INCHES FROM THE SIDE OF THE PAD. CLEANOUT PLUGS SHALL BE BRASS OR PLASTIC, OR OTHER APPROVED MATERIALS. BRASS CLEANOUT PLUGS SHALL BE UTILIZED WITH METALLIC DRAIN, WASTE AND VENT PIPING ONLY, AND SHALL CONFORM TO ASTM A 74, ASME Al 12.3.1 OR ASME Al 12.36.2M. CLEANOUTS WITH PLATE -STYLE ACCESS COVERS SHALL BE FITTED WITH CORROSION - RESISTING FASTENERS. PLUGS SHALL HAVE RAISED SQUARE OR COUNTERSUNK SQUARE HEADS. COUNTERSUNK HEADS SHALL BE INSTALLED WHERE RAISED HEADS ARE A TRIP HAZARD. CLEANOUT PLUGS WITH BOROSILICATE GLASS SYSTEMS SHALL BE OF BOROSILICATE GLASS. PROVIDE TRAP PRIMERS FOR EACH FLOOR DRAIN. CONNECT TRAP PRIMER TO NEAREST COLD WATER MAIN. PROVIDE ISOLATION VALVE AND EXTEND TO FLOOR DRAIN AS REQUIRED. CLEANOUTS SHALL BE LOCATED AT MINIMUM INTERVALS OF 50 FEET FOR PIPING NPS 4 AND SMALLER AND 100 FEET FOR LARGER PIPING. BUILDING SEWERS SHALL BE PROVIDED WITH CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART MEASURED FROM THE UPSTREAM ENTRANCE OF THE CLEANOUT. FOR BUILDING SEWERS 8 INCHES AND LARGER, MANHOLES SHALL BE PROVIDED AND LOCATED NOT MORE THAN 200 FEET FROM THE JUNCTION OF THE BUILDING DRAIN AND BUILDING SEWER, AT EACH CHANGE IN DIRECTION AND AT INTERVALS OF NOT MORE THAN 400 FEET APART. MANHOLES AND MANHOLE COVERS SHALL BE OF AN APPROVED TYPE. CLEANOUTS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION OF THE BUILDING DRAIN OR HORIZONTAL WASTE OR SOIL LINES GREATER THAN 45 DEGREES (INCLUDING P-TRAPS). WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A RUN OF PIPING, ONLY ONE CLEANOUT SHALL BE REQUIRED FOR EACH 40 FEET OF DEVELOPED LENGTH OF THE DRAINAGE PIPING. THERE SHALL BE A CLEANOUT NEAR THE JUNCTION OF THE BUILDING DRAIN AND THE BUILDING SEWER. THE CLEANOUT SHALL BE EITHER INSIDE OR OUTSIDE THE BUILDING WALL AND SHALL BE BROUGHT UP TO THE FINISHED GROUND LEVEL OR TO THE BASEMENT FLOOR LEVEL. AN APPROVED TWO-WAY CLEANOUT IS ALLOWED TO BE USED AT THIS LOCATION TO SERVE AS A REQUIRED CLEANOUT FOR BOTH THE BUILDING DRAIN AND BUILDING SEWER. THE CLEANOUT AT THE JUNCTION OF THE BUILDING DRAIN AND BUILDING SEWER SHALL NOT BE REQUIRED IF THE CLEANOUT ON A 3-INCH OR LARGER DIAMETER SOIL STACK IS LOCATED WITHIN A DEVELOPED LENGTH OF 10 FEET OF THE BUILDING DRAIN AND BUILDING SEWER CONNECTION. CLEANOUTS SHALL BE THE SAME NOMINAL SIZE AS THE PIPE THEY SERVE UP TO 4 INCHES. FOR PIPES LARGER THAN 4 INCHES NOMINAL SIZE, THE MINIMUM SIZE OF THE CLEANOUT SHALL BE 4 INCHES. ACCESS SHALL BE PROVIDED TO ALL CLEANOUTS. MISCELLANEOUS SPECIALTIES ALL EQUIPMENT, VALVES, STRAINERS, UNIONS, TRAPS, FLANGES AND OTHER APPURTENANCES REQUIRING ACCESS SHALL BE LOCATED IN ACCESSIBLE LOCATIONS. WHEN A PIECE OF EQUIPMENT MUST BE LOCATED ABOVE AN INACCESSIBLE CEILING OR WALL THEN THE APPROPRIATE ACCESS DOOR SHALL BE PROVIDED. SUCH EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO CLEANOUTS, WATER HAMMER ARRESTORS AND VALVES. THESE SHALL BE COORDINATED WITH THE ARCHITECT. ACCESS DOORS SHALL BE RIGID CONSTRUCTION WITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS, PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIR TIGHT SEAL. ACCESS DOORS SHALL BE RATED TO THE SAME OR GREATER RATING OF THE PARTITION IN WHICH THEY ARE INSTALLED. ACCESS DOORS SHALL BE FLUSH MOUNTED, PRIME COATED WITH RUST INHIBITIVE PAINT, CONCEALED FRAME, FLUSH SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. PIPING GENERAL NO PIPING SHALL BE COVERED UNTIL TESTED APPROVED BY THE AUTHORITIES HAVING JURISDICTION. ALL PIPING SHALL BE RUN PERPENDICULAR AND/OR PARALLEL TO FLOORS, INTERIOR WALLS, ETC. PIPING AND VALVES SHALL BE GROUPED NEATLY AND SHALL BE RUN AS TO MAXIMIZE HEADROOM OR PASSAGE CLEARANCE. ALL VALVES, CONTROLS AND ACCESSORIES CONCEALED IN FURRED SPACES AND REQUIRING ACCESS FOR OPERATION AND MAINTENANCE SHALL BE ARRANGED TO ASSURE THE USE OF A MINIMUM NUMBER OF ACCESS DOORS. ALL PIPING SHALL RUN CONCEALED IN FURRED SPACES OF OCCUPIED AREAS OR CHASES. CONTRACTOR SHALL OBTAIN PERMISSION TO RUN ANY EXPOSED PIPES. CAP ALL PIPE AND EQUIPMENT OUTLETS DURING CONSTRUCTION AND KEEP LINES AND INSIDE OF EQUIPMENT FREE OF FOREIGN MATERIALS. PROVIDE FOR EXPANSION WITHOUT WARPING OR DISLOCATING LINES OR STRAINING CONNECTED EQUIPMENT. INSTALL PIPING TO CLEAR BUILDING CONSTRUCTION AND TO AVOID INTERFERENCE WITH OTHER WORK. THE CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE PIPING EXPANSION SYSTEM (INCLUDING SEISMIC JOINT EXPANSION) AND DEVICES AS REQUIRED FOR PROPER EXPANSION COMPENSATION STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. THE DRAWINGS INDICATE SCHEMATICALLY THE SIZE AND LOCATION OF PIPING, PIPING SHALL BE SET UP AND DOWN AND OFFSET AS REQUIRED TO MEET CONSTRUCTION CONDITIONS. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS INDICATED ON THE ARCHITECTURAL DRAWINGS. WATER PIPING SHALL BE RUN FREE OF TRAPS AND UNNECESSARY BENDS. ANY TRAPS FORMED SHALL BE PROVIDED WITH HOSE END DRAIN VALVES WITH THREADED CAP AND CHAIN TO COMPLETELY DRAIN THE SYSTEM. PROVIDE SECTION CUT-OFF VALVES ON ALL MAINS AND BRANCHES. PITCH AND VALVE ALL WATER PIPING FOR CONVENIENT DRAINAGE. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES AND IN LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. WHEREVER DISSIMILAR METALS ARE JOINED TOGETHER AN APPROVED DIELECTRIC FITTING SHALL BE USED. THE DIELECTRIC FITTING SHALL BE A LISTED ASSEMBLY. RUN ALL SOIL, WASTE AND VENT PIPING SHOWN OR REQUIRED BY LOCAL CODES. PIPING SHOWN IS MINIMUM AND IN ACCORDANCE WITH STATE AND FEDERAL CODES. IF LOCAL CODES REQUIRE ADDITIONAL VENTING OR LARGER SIZES, PROVIDE AS REQUIRED. MAKE ALL CONNECTIONS THROUGH TRAPS. EACH TRAP TO BE VENTED, EITHER BY CIRCUIT, LOOP, OR INDIVIDUAL VENT, AS REQUIRED, BUT NOT LESS THAN SHOWN, OR AS REQUIRED BY LOCAL CODE. ALL UNDERGROUND PIPING SHALL BE LAID ON 6" SAND AND BACKFILLED WITH CLEAN FINE EARTH COMPACTED TO 12" ABOVE PIPE. COMPLETE BACKFILL WITH AVAILABLE EARTH FREE OF LARGE BOULDERS AND SHARP ROCKS. TAMP BACKFILL IN 6" ELEVATIONS AND OVERFILL TO ALLOW FOR SETTLEMENT. SET AND PROPERLY CONNECT ALL FIXTURES WITH HOT AND COLD WATER, VENT AND DRAINAGE PIPING, AS REQUIRED AND PROTECT FIXTURES UNTIL ACCEPTANCE AND TEST. CLEAN ALL FLUSH VALVES AFTER TWO WEEKS OF OPERATION. PLUMBING ABBREVIATIONS ABBREVIATION DESCRIPTION ADA AMERICAN DISABILITIES ACT A.F.F. ABOVE FINISHED FLOOR B.F.F. BELOW FINISHED FLOOR BFP BACKFLOW PREVENTER BTU BRITISH THERMAL UNIT BTU BRITISH THERMAL UNITS PER HOUR CONT CONTINUED CO CLEANOUT PLUG CPVC CHLORINATED POLYVINYL CHLORIDE CV CHECK VALVE CW COLD WATER D.F.U. DRAINAGE FIXTURE UNITS DIA.OR O DIAMETER DN DOWN DWG DRAWING EA EACH E.C. ELECTRICAL CONTRACTOR EWH ELECTRIC WATER HEATER EX. EXISTING FCO FLOOR CLEANOUT FT FEET F.U. FIXTURE UNITS GAL GALLONS G.C. GENERAL CONTRACTOR GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE WH GAS WATER HEATER HD HUB DRAIN HP HORSEPOWER HR HOUR HW HOT WATER HWR HOT WATER RECIRCULATION KW KILOWATTS MAX. MAXIMUM MBTUH THOUSANDS OF BTU PER HOUR M.C. MECHANICAL CONTRACTOR MIN. MINIMUM MISC. MISCELANNEOUS NC NORMALLY CLOSED N.I.C. NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE P.C. PLUMBING CONTRACTOR P.R.A. PROJECTED ROOF AREA PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RAID. RADIUS RD ROOF DRAIN RO ROOF OVERFLOW RPBFP REDUCED PRESSURE BACKFLOW PREVENTER RL RAINWATER LEADER S.C. SITE CONTRACTOR SF SQUARE FEET SS SANITARY SEWER STACK TP TRAP PRIMER TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED V VENT VB VACUUM BREAKER V.I.F. VERIFY IN FIELD VS VENT STACK VTR VENT THROUGH ROOF WCO WALL CLEANOUT HB WALL HYDRANT YCO YARD CLEANOUT NOTE: SOME SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT PERTAIN TO THIS PROJECT. PIPE TYPE LEGEND DESCRIPTION DEMOLISHED PIPING (XX= SYSTEM) EXISTING PIPING (XX= SYSTEM) COLD WATER PIPING HOT WATER SUPPLY PIPING HOT WATER RETURN PIPING 1400 F HOT WATER SUPPLY PIPING 1400 F HOT WATER RETURN PIPING TEPID WATER PIPING SOFTENED WATER PIPING COMPRESSED AIR PIPING SANITARY WASTE PIPING GREASE WASTE PIPING SANITARY VENT PIPING GAS PIPING STORM PIPING OVERFLOW STORM PIPING CONDENSATE PIPING INTAKE AIR PIPING EXHAUST PIPING SERVICE SIZE CALCULATIONS FIXTURE QTY W.S.F.U. D.F.U. EACH TOTAL EACH TOTAL BATHROOM GROUP - FT 0 3.60 0 5.00 0 BATHROOM GROUP - FV 0 8.00 0 5.00 0 BATHTUB - PRIVATE 0 1.40 0 2.00 0 BATHTUB - PUBLIC 0 4.00 0 2.00 0 BIDET 0 2.00 0 1.00 0 CLINIC SERVICE SINK 0 10.00 0 2.00 0 DISHWASHER 0 1.40 0 2.00 0 DRINKING FOUNTAIN 0 0.25 0 0.50 0 INSTRUMENT WASHER 0 5.00 0 4.00 0 LAVATORY - PRIVATE 2 0.70 1.4 1.00 2 LAVATORY - PUBLIC 0 2.00 0 1.00 0 SCRUB SINK 0 3.00 0 2.00 0 SERVICE SINK 1 3.00 3.00 2.00 2 SHOWER - PRIVATE 0 1.40 0 2.00 0 SHOWER - PUBLIC 0 4.00 0 2.00 0 SINK - PRIVATE (FUTURE) 1 1.40 1.40 2.00 2.00 SINK - PUBLIC 0 4.00 0 2.00 0 STERILIZER 0 5.00 0 4.00 0 URINAL 0 5.00 0 2.00 0 WASHING MACHINE - 8 LB PRIVATE 0 1.40 0 2.00 0 WASHING MACHINE - 8 LB PUBLIC 0 3.00 0 3.00 0 WASHING MACHINE - 15 LB PUBLIC 0 4.00 0 3.00 0 COMMERCIAL WASHER/ EMERGENCY SHOWER 0 15.00 0 5.00 0 WATER CLOSET - PRIVATE FLUSH VALVE 0 6.00 0 3.00 0 WATER CLOSET - PUBLIC FLUSH VALVE 0 10.00 0 4.00 0 WATER CLOSET - PRIVATE FLUSH TANK 2 2.20 4.40 4.00 8 WATER CLOSET - PUBLIC FLUSH TANK 0 5.00 0 4.00 0 HOSE BIBB/WALL HYDRANT 2 5.00 10 -- -- MAKEUP WATER (1 1/2") 0 20.00 0 -- -- FLOOR DRAINS 0 -- -- 2.00 0 TOTAL 20.2 TOTAL 14 19.6 GPM 1" WATER MAIN 4" SEWER MAIN G� E GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS f DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2e2O FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. I m r ISSUE DATE BY: REVIEW 08/26/22 MK PERMIT 08/26/22 MK REV. - - EV. REV. _ REV. REV. REV, REV. O O N 0 N N r^ �/ 1 Q l� W M� H � N � I l 2) Cl (A d� U Q 1,4 • O I+I O U wall, N i Off: � \ N`S • • ♦ F • OV4 ♦♦SS• 40 •� Cam A jk* Joseph H. Grin r III, P FL. 39491 ¢N m z° U O � Q Ga W W a � r/� M 00 N M N �C W z W 00 � � N w 1.� • U W O x SHEET TITLE FLUM51NG COVERSHEET SHEET NUMBER ISSUE DATE BY: REVIEW 08/26/22 MK PERMIT 08/26/22 MK REV. 2kEV. - --- REV. REV. REV. REV. REV. N N EXHAUST T.' r - • �/ [TTTU� � 01 3 . WAITINGAREA o -- -- - - - - - - - - -_ - - -- -- --_ .�._ � '�___--� IT CLOSE' - - - - _ - ITS RECEPTION - - 101- - TIRE STORAGE . - _ . -- - I _ � 10-0. ACT CEILING ' EXPOSED CLG. _ 1 --- -- - -d7, - ------------- Hw - UNISEX H R4 RACKS IN THIS ROOM ARE TO BE I ` L-1 A % H T D FOR TIRE STORAGE. ALL RACKS I _ - UNISEX HC R Ilw W lw IOM FINISHED FLOOR TO 12'-0• A.F.F. ". 105 _3 3 USK / - ------ � O SERVICE DESK u` , w ( 106EXPOSED CLG. - cw Mai mmmmc w EWH-1 M-i A4 O (� -- - � 1/2 CW AND HW f� l� PIPING CAPPED IN ( 1 I 1 WALL FOR FUTURE U EYEWASH SINK O j� L- SERVICE BAYS ' - -' U 100 EXPOSED CLG. EXHAU v - __ -NRY Gy / ♦ 491 I �> Li Jose h H. Grin III, P FL. 39491 Irl00 N !n Q m N °0° — o Q N -- ] z H_B HB -- ---- ---- _ _ HB --- — — — —— -_ 114 Q � � a W Q E~ u pp N U � SUPPLY 1 PLAN - - � Q SCALE: 1 /4 = 1'-0" w Q OC �7 W o<o N (� N O �x a THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. 111 ` I I lE11I I I .- , - L , '- - , I I I It SEE CIVIL FOR CONTINUATION 17,N- 2' V W, - - - - - - - - -- AM AM II IIII IIII _ IIII- - - - - - - - - - EXHAUST ICI --I _'T 'T I C 103 WAITING AREA 11VO'kCT-COUNG j I -I _.L j__ L_ I_ I _I IT CLOSE* 107 -V ACT - -- - --- OF - -- - 'nRE-STORAGE t' (_10' yEX_PMED_CLG._ A— ISEX Hp R 10c CT CEUNG RACKS IN THIS R1 IM ARE TO BE I- I -I --- I __T _F 3 -4mm'm"7 l� :� A, D FOR TIRE STON E. ALL RACKS NI HC RR !OM FINISHED FL O t TO 17-0* A.F.F. If, SERVICE DESK 14, C-106 EXPOStDCLG_._ I LL IOIL INTERCEPTOR BELOW T ' I F,- - - I I __ I . - I FLOOR WITHIEXTENSION COLLAR AND 11 11 T I I. REMOVAL F__f COV_ER,_WFAB 11 r--T— I - F E:: I MODEL MI-0-2,35 GPM, 74,6 -I t I-, GALLON CAPACITY V_ SERVICE BAYS EiHA6- HB L I L __ _L L �T - - - - - - - - - - - - - - T_ ....... t--- - - - - - - - I UNDERSLAB PLAN SCALE: 1/4" = I'-e" -- --, RECEPTION 02 rIr'k -OCTCEILING Im GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 71 r E KEY NOTES: 1 2" SANITARY UP 2. 2" SANITARY DOWN 3. 3" SANITARY UP 4. 3" SANITARY DOWN 15. 3" VENT THROUGH ROOF THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. - THE DRAWINGS I DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE (PTH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLJCA5LE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND J05 CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. I 0 Z ISSUE DATE BY: REVIEW 08126122 MK PERMIT 08/26/22 MK REV. kEV. REV. REV. REV. REV. REV. SHEET TITLE PLUM51NG UNDERSLA5 DRAINAGE "S4_F=T Numpigg P2 ii■'qL■■1m�i■1L GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: `REVIEW 06126122 MK PERMIT 06126122 MK REV. REV. _.-..-- REV. REV. REV. REV. REV. fellHENRY �• 0 OF ..�i ♦ 0 '•• .� F•.< i O ♦� OAFA •�� Joseph H. Griner . FL. 39491 IIIIrl 00 N ,n a • � M 00 Q M N Q d A 00 a W E� W a� H� VJ M 00 N M 1 N r� w �0 L F" 1 � � m (" M z N U w moz w � a SHEET TITLE FLU SING DRAINAGE PLAN SHEET NUMBER a Z tHB I SUPPLY ISOMETRIC SCALE: OIL INTERCEPTOR BELOW FLOOR WITH EXTENSION COLLAR AND REMOVAL COVER, MIFAB MODEL MI- 0-2, 35 GPM, 74,6 GALLON CAPACITY 2 SEE CIVIL FOR CONTINUATION 2" STUB OUT FOR FUTURE EYEWASH SINK DRAINAGE ISOMETRIC SCALE EWC-A ✓-1 A � N W-1 A S L-1 A r� CW/HW PIPING CAPPED IN WALL FOR FUTURE EYEWASH )ASHED PIPING BE RAN :RSLAB - FOR CONTINUATION CIX tz i 1" 2N W-1A USK W-1 A HB GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS f DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE v BY: REVIEW 08/2(0/22 MK PERMIT 08/26/22 MK REV. REV. REV. REV. -- REV. REV. ♦♦♦ NENRY r0 • • 91 • ■ AL � Joseph H. Grine III, P FL. 39491 00 N �n M N Q Q 00 O Q � p0 C7 � H a 0 00 N M N r` • , w z W < 0 00 O a / rn 00 N (~ M r U aoz � � x SHEET TITLE PLUMBING ISOMETRICS SHEET NUMBER d BOLT ------- PRESSURE PLATE ELASTOMERIC SEAL ELEMENT LS MODEL CAST / CORE DRILLED HOLE "------------ WALL ----------- n PIPE PENETRATING FOUNDATION DETAIL NOT TO SCALE 1 AND 2 HOUR FIF GYPSUM WALLBOARC NONMETALLIC P JLK* METALLIC SLEEVE =� / V L%L ^LLU�^^J GYPSUM* 1. 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 -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, OG. STEEL STUDS TO BE MM 3-1/2 IN. WIDE AND SPACED MAX. 24 IN. OG. B. WALLBOARD GYPSUM* -THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING IS MAX. 1/2 IN. LARGER THAN THE OUTSIDE DIAM OF STEEL SLEEVE (ITEM 3A). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE T RATINGS ARE 0 AND 1/2 HR WHEN INSTALLED IN 1 HR AND 2 HR RATED WALLS, RESPECTIVELY, 2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE PIPE OR CONDUIT MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREES FROM PERPENDICULAR. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: A. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE POLYVINYL CHLORIDE (PVC) PIPE. B. NOM 4 IN. DIAM (OR SMALLER) SDR17 CHLORINATED POLYVINYL CHLORIDE (PVC) PIPE. C. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) SOLID CORE OR CELLULAR CORE ACRYLONITRUE BUTADIENE STYRENE (ABS) PIPE. 3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. METALLIC SLEEVE -CYLINDRICAL SLEEVE FABRICATED FROM MM 0.019 IN. THICK (26 GAUGE) GALV SHEET STEEL AND HAVING A MM 1 IN. LAP ALONG THE LONGITUDINAL SEAM. SLEEVE TO EXTEND A MM OF 2 IN. BEYOND BOTH SIDES OF THE WALL. THE INSIDE DIAM OF THE SLEEVE SHALL BE LARGER THAN OUTSIDE DIAM OF NONMETALLIC PIPE OR CONDUIT SUCH THAT AN ANNULAR SPACE WILL BE PRESENT BETWEEN THE STEEL SLEEVE AND THE PIPE AROUND THE ENTIRE CIRCUMFERENCE OF THE PIPE TO ACCOMMODATE THE LAYER(S) OF WRAP STRIPS (ITEM 313). THE ANNULAR SPACE BETWEEN THE OUTSIDE OF THE WRAP STRIP LAYER(S) AND THE INSIDE OF THE SLEEVE SHALL BE MIN. 0 IN. TO MAX. 1/4 IN. THE ANNULAR SPACE BETWEEN THE OUTSIDE OF THE SLEEVE AND THE PERIPHERY OF THE OPENING SHALL BE MIN. 0 IN. TO MAX. 1/2 IN. B. FILL, VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1 /4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN WIDE STRIPS. NOM 2 IN. WIDE STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE EXPOSED) AND SLID INTO SLEEVE ON BOTH SIDES OF WALL SUCH THAT THE OUTER EDGES OF WRAP STRIPS ARE FLUSH WITH THE OUTER EDGES OF THE SLEEVE. FOR NOM 1/2 IN. TO NOM 1-1 /2 IN. DIAM PIPES, A MIN. OF ONE LAYER OF WRAP STRIP IS REQUIRED. FOR NOM 2, 2-1 /2 IN. AND 3 IN. DIAM PIPES, A MIN. OF TWO LAYERS OF WRAP STRIP IS REQUIRED. FOR NOM 3-1/2 IN. AND 4 IN. DIAM PIPES, A MIN. OF THREE LAYERS OF WRAP STRIP IS REQUIRED. EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM WITH BUTTED SEAMS IN SUCCESSIVE LAYERS STAGGERED. WRAP STRIP LAYERS HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE, OR EQUIVALENT. A MIN. 1/2 IN. WIDE STAINLESS STEEL HOSE CLAMP SHALL BE SECURED AROUND THE OUTSIDE OF THE SLEEVE OVER THE CENTER OF THE WRAP STRIPS ON BOTH ENDS OF THE SLEEVE. C. FILL, VOID OR CAVITY MATERIALS* - CAULK - MIN. THICKNESS OF 5/8 IN. AND 1- 1 /4 IN. FOR 1 AND 2 HR RATED WALL ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS BETWEEN METALLIC SLEEVE AND PERIPHERY OF THE OPENING, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT THE POINT CONTACT LOCATION BETWEEN SLEEVE AND GYPSUM WALLBOARD, A MIN. 1/2 IN DIAM BEAD OF CAULK SHALL BE APPLIED AT THE SLEEVE/WALLBOARD INTERFACE ON BOTH SURFACES OF WALL ASSEMBLY. A MIN. 1 /4 IN. BEAD OF CAULK SHALL ALSO BE APPLIED OVER THE OUTER EDGES OF THE WRAP STRIPS AND WITHIN THE ANNULAR SPACE BETWEEN THE WRAP STRIP AND SLEEVE ON BOTH SIDES OF WALL. ONE AND TWO HOUR FIRE RATED PENETRATION FOR PLASTIC PIPE NOT TO SCALE TYPICAL /--STRAINER FURNISHED WITH FIXTURES 1 1/2" NPT INSIDE THREADS -TAILPIECE - 1 1/2" IN PT INSIDE THREADS f- OD TUBING ,�' SLIPJOINT/' CONNECTTOTEES- ,. AS REQUIRED CONNECT TO TEES AS REQUIRED ,ram -- >--SLIDE JOINT C.O. ROVDECLEANOUT PLUG OLLPFTRAPS "P" TRAP WITH CLEANOUT NOT TO SCALE COI nDno_iK1 FOR PIPE 2 1/2" AND GREATER PIPE HANGERS ASSEMBLY DETAIL NOT TO SCALE SIDE C-CLAMP BEAM WITH CLAMP 1 RETAINING CLIP LOCKNUT (TYPICAL) BEAM ti CLAMP t3/8" ROD ONLY HOT DIPPED GALVANIZED THREADED ROD LF-� ADA COMPLIANT METAL DECK HANGER BOLTS CONCRETE DECK INSERTS EXPANSION INSERTS STRAINER FURNISHED - _ <<r-, 1 6- WITH FIXTURES Al OFFSET TAILPIECE - BEAM CLAMPS \�__ _ __ __ NOT PERMITTED— INTERMEDIATE ATTACHMENTS `- OD TUBING SLIP JOINT ONE SIZE LARGER THAN C.O. 18" OR WIDER MAX SPACING STEEL MAX SPACING STEEL PIPE SIZE PIPE EXCEPT PIPE THREADED THREADED LIGHTWALL LIGHTWALL 1 ", 1-/4" 12'-0" 12'-0" 1-1 /2", 2", 15-0" 12-0" 2-1/2", 3" 4", 6", 8" -- - - 15-0" N/A INSTALL HANGERS IN ACCORDANCE WITH NFPA 13 AND STRUCTURAL REQUIREMENTS PIPE SUPPORT DETAIL NOT TO SCALE END ATTACHMENTS TO BE SAME LARGEST HANGER ROD AS LARGEST HANGER ROD HANDI LAV-GUARD ON DRAIN & WATER SUPPLIES, TRUEBRO, INC. \ \ OR APPROVED EQUAL SQUARE STEEL WASHER 17 'EAD RC G PIPE HOT DIPPED GALVANIZED SUPPORT ANGLE HOT DIPPED GALVANIZED THREADED ROD HOT DIPPED GALVANIZED PIPE HANGER \ PLATE. TYPICAL WELDING PROCEDURE TOBACK TO BACK STRUCTURAL SHAPES BE SUBMITTED FOR REVIEW W/SPACERS WELDED AT 24" INTERVALS SUPPLEMENTAL STEEL \� TWO HANGER RODS MAXIMUM BETWEEN STRUCTURAL ATTACHMENT PIPE HANGER ATTACHMENT DETAIL NOT TO SCALE STEEL PIPE SLEEVE ` PIPE/CONDUIT SEALANT FULL PERIMETER OF OPENING WALL OR SLABI -_ MINERAL WOOL OR FIREPROOF MATERIAL PACKING AROUND PIPE STEEL PIPE SLEEVE - 3M FIRE BARRIER FS-195 WRAP/STRIP 3M FIRE BARRIER - CP25 CAULK WALL OR SLAB - PIPE/CONDUIT SLEEVES AT NON -RATED WALLS SLEEVES AT RATED WALLS GENERAL NOTES: PROVIDE UL LISTED, FM APPROVED FIRE/SMOKE PENETRATION ASSEMBLIES IN ACCORDANCE WITH UL1479, ASTM El84 REQUIREMENTS FIR WALL TYPE, RATING AND PIPE SIZES. FIRE STOPPING SHALL HAVE A RATING EQUAL TO OR GREATER THAN THE WALL BEING PENETRATED. REFER TO ARCHITECTURAL DRAWINGS FOR WALL RATINGS. FOR WALL PENETRATIONS AT RATED WALLS SEE SPECIFICATION SECTIONS "SEALANTS" AND "FIRESTOPPING" PIPE PENETRATION DETAIL NOT TO SCALE r.m R i N ra R GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE -USED OR CDPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS a DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 06126122 MK PERMIT 06126122 MK REV. kEv. - REV. REV. -- REV. REV. - REV. TYPICAL FIXTURE (VLF) 1-r ,N 1 /2" MIXED WATEF 1 /2" H W - -_ TYPICAL H&CW ANGLE VALVES INSTALL AND PIPE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS 1 /2"CW THERMOSTATIC MIXING VALVE (ASSE 1070) WITH INTEGRAL CHECK STOPS & REMOVABLE STRAINER CARTRIDGE 1 /2"C W POINT OF USE THERMOSTATIC MIXING VALVE DETAIL NOT TO SCALE HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' INSTALL PER PDI STANDARDS LONG, PROVIDE ONE WHA AT END OF LINE. AND MANUFACTURER'S IF BRANCH IS GREATER THAN INSTRUCTIONS. PROVIDE A 20' LONG, PROVIDE ANOTHER WHA AT ALL QUICK WHA IN MIDDLE, EACH SIZED CLOSING VALVES. FOR HALF THE FIXTURE UNITS. WATER HAMMER / ARRESTER TYPICAL Ar 1 SINGLE/DOUBLE FIXTURE MULTIPLE FIXTURES PDI PIPE FIXTURE FIXTURE UNIT TABULATION SIZE SIZE UNIT LOAD FIXTURE COLD HOT A 1/2" 1-11 VALVE WATER CLOSET 10 -- B 3/4" 12-32 TANK WATER CLOSET 5 -- C 1" 33-60 URINAL 5 -- D 1-1/4" 61-113 LAVATORY/SINK 1.5 1.5 E 1-1/2" 114-154 JANITOR'S SINK 3 3 F 2" 154-330 SHOWER/BATHTUB 2 2 FOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND O-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION. SIZE THE UNITS AS SHOWN ON THE TABLES ABOVE. PROVIDE ACCESSIBILITY TO WHA WHERE REQUIRED BY LOCAL CODE. WATER HAMMER ARRESTORS DETAIL NOT TO SCALE CPRV NOTES: -- 1. EWH - ELECTRIC WATER HEATER (SEE SCHEDULE) 2. CPRV - CALIBRATED - PRESSURE RELIEF VALVE WATTS MODEL 540C PIPE 3. VR-VACUUM RELIEF VALVE (WATTS MODI # N36-M I ). FULL SIZE P&T RELIEF VALVE DISCHARGE WATER HEATER PIPING DETAIL NOT TO SCALE - SEE PLAN FOR SIZES H W Cw— EXPANSION TANK HOSE BIBB FURNISHED WITH WATER HEATER. DRAIN PAN CONCRETE PAD TEMPERED WATER SUPPLY ---- RAII \/AI\/G CHECK VAL' HOT WATER -- - SUPPLY ,, BALL VALVE 'IC MIXING VALVE NION (TYP) - CHECK VALVE BALL VALVE THERMOSTATIC MIXING VALVE DETAIL NOT TO SCALE WATER HEATER - 38" THREADED ROD 450 BRACKET (TYP OF 4) / C� CORNER — BRACKET WALL MOUNTED EQUIPMENT PLATFORM IS TO BE HOLDRITE QUICK STAND #60- SWHP-WM OR EQUIVALENT. CONSTRUCTION MATERIALS ARE TO BE AS FOLLOWS: • PAN - 14 GAGE COLD ROLLED STEEL (CRS), GALVANIZED • CORNER BRACKETS - 14 GAGE CRS, GALVANIZED • &BRACKETS - 16 GAGE CRS, GALVANIZED • 450 BRACKETS - 12 GAGE CRS, GALVANIZED PAN • THREADED ROD - LOW CARBON STEEL, ZINC PLATED • DRAIN KIT TO INCLUDE: •• HEX BUSHING - MALLEABLE IRON, GALVANIZED FINISH •• LOCK NUT - STEEL, ZINC PLATED •• FLANGED GASKET - NEOPRENE, 50±0.05 SHORE A WATER HEATER WALL MOUNTING DETAIL NOT TO SCALE COLD WATER SUPPLY 2" 9" MIN. 6" _MIN. N FLASHING NN INTO PIPE T STACK (VTR) . LEAD FLASHING ROOFING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE AND SPECIFIC INSTALLATION DETAILS TURN FLASHING --- - -- DOWN INTO PIPE. CEILING/J. RISER CLAMP. ATTACH VENT STACK (VTR) TO BUILDING STRUCTURE 4 LB. LEAD FLASHING. ROOFING SYSTEM REFER TO ti ARCHITECTURAL DRAWINGS FOR TYPE AND SPECIFIC INSTALLATION DETAILS. RISER CLAMP ATTACH TO BUILDING STRUCTURE. NOTES: - 1. ALL VENTS THROUGH ROOF SHALL BE A MIN. OF 10'-0" O FROM OUTSIDE AIR INTAKES. 2. ALL VENTS THROUGH ROOF FLASHING SHALL BE BY LICENSED & INSURED ROOFING CONTRACTOR. VENT THROUGH ROOF (VTR) DETAIL NOT TO SCALE / -GALVANIZED BRACKET WITH FIRE RETARDANT INSERT, ATTACHED TO STRUT - PLUMBING PIPING j 1 /2" A.T.R. TO STRUCTURE LOCKING NUT i L-j CHANNEL TO - -- I_- �� SUPPORT SERVICES DOUBLE SUPPORT NUT WITH WASHER WASTE OR VENT RISER PIPING TO LAVATORY O'. BRACKET - - METAL OR WOOD STUD PAN DRAIN -TO BE RUN TO MOP SINK i -- FIRE -RETARDANT INSERT FOR 1 /2" COPPER PIPE ATTACH TO STUDS GALVANIZED BRACKET W/OPENINGS ON 4" AN[ 8" CENTERS -- STAINLESS STEEL BAND ATTACHED TO WASTE RI; (EQUAL TO HOLDRITE # 1 FLUSH VALVE AT URINAL SOLDER PIPE TO BRACKE COPPER -PLATED BRACI." W/3/4" & 1" OPENINGS (EQUAL TO HOLDRITE # 102) WATER PIPING SUPPORT DETAIL NOT TO SCALE m re i N w re GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS I DESIGN ARE VAUD FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2e2e FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE B` REVIEW 06/2(0/22 Mh PERMIT 08/26/22 Mh REV. hEV. REV. REV. REV. - REV. REV. -toollsk Joseph H. Grin%r 111, P.VFL. 39491 00 N In e • M M o0 cdq M °z 4 Lon w E� LL1 - a o\ 0 oc N r N W PLUMBING EXPANSION TANK SCHEDULE MARK MAKE & MODEL WATER HEATER SUPPLY PRE -CHA STORAGE CAPACITY PRESSURE PRESSU ET 1 WATTS 10 GALLONS 60 PSI 40 PSI P LT-5 R SPECIFICATIONS GE RELIEF INITIAL FINAL CONNEC RE ! VALVE TEMP TEMP ACCEPTANCE TOTAL N SIZE PRESSURE VOLUME VOLUME 95 PSI 70°F 140°F 1.26 GAL 2.1 GAL 3/4" NOTES: 1. ASME CONSTRUCTION SHALL BE STANDARD 2. PROVIDE ALL NECESSARY ACCESSORIES AND AIR CHARGE FITTINGS PLUMBING DRAIN SCHEDULE MARK FIXTURE, MODEL NUMBER AND DESCRIPTION AD AREA DRAIN - ZURN Z520, 9 1/4" DIAMETER TOP, DURA-COATED CAST IRON BODY, ADJUSTABLE HEAVY DUTY DRAIN DID DECK DRAIN - ZURN Z533, PARKING DECK DRAIN, 9" DIAMETER TOP, DURA-COATED CAST IRON BODY, HEAVY-DUTY GASKETED SUPPORT FLANGE FD FLOOR DRAIN - ZURN Z415-BZ1, 6" DIAMETER TOP, DURA-COATED CAST IRON BODY, TYPE W LIGHT DUTY HEEL PROOF STRAINER FDF FLOOR DRAIN WITH FUNNEL - ZURN 415E, 6" DIAMETER TOP, DURA-COATED CAST IRON BODY, TYPE'ESTRAINER WITH 4" 0 FUNNEL FS FLOOR SINK - ZURN Z1901, 12"x12"x8" DEEP, VERIFY TYPE OF BUCKET AND GRATE (1 /2 3/4, FULL, CENTER OPENING) PRIOR TO ORDERING GD GRAVEL/CORNICE DRAIN - ZURN 180,4 1/2" DIAMETER BY 2" HIGH, DURA-COATED CAST IRON BODY, MEMBRANE FLASHING CLAMP HD HUB DRAIN - ZURN Z326, INDIRECT WASTE FUNNEL, DURA-COATED CAST IRON BODY, 7" (FOR 2" & 3" PIPE) OR 9" 0 FUNNEL (FOR 4" & 6" PIPE) PD PLANTER DRAIN - ZURN Z350, PLANTING AREA DRAIN, DURA-COATED CAST IRON BODY, 4 1 /4" DOME AND 2" 0 PERFORATED STAINLESS STEEL PIPE RD ROOF DRAIN - ZURN Z100-DP, 15" DIAMETER, DURA-COATED CAST IRON BODY W/COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD RO ROOF OVERFLOW DRAIN - ZURN Z100-DP-89, SAME AS ROOF DRAIN WITH ADDITION OF 2" HIGH EXTERNAL WATER DAM TD TRENCH DRAIN - ZURN Z886-DGC, 6 1 /4" WIDE REVEAL TRENCH DRAIN SYSTEM WITH DUCTILE IRON SLOTTED GRATE - CLASS C NOTES: 1. TRANSITION COUPLINGS AND NO -HUB PIPE SHALL NOT BE INSTALLED BELOW SLAB OR IN ANY BURIED CONDITIONS IN CONTACT WITH THE EARTH. 2. PROVIDE ALL POURED IN PLACE CLEANOUTS WITH 24" x 24" FLASHING. PLUMBING FIXTURE SCHEDULE ROUGH -IN SIZES MARK FIXTURE, MODEL NUMBER AND DESCRIPTION -i - - - GPM WASTE j VENT CW HW ELECTRIC WATER COOLER, ADA COMPLIANT, ELKAY LZSTL8CWSLK, WALL MOUNTED, DUAL LEVEL FRONT PUSH BUTTON, EZH2O BOTTLE FILLING STATION, STAINLESS STEEL BASINS AND CABINET. EWC-A 2" 2" 1/2" - -- CONNECT WATER SUPPLY AND WASTE LINES FROM FOUNTAIN UNIT TO COOLER UNIT. PROVIDE TRAP, SUPPLY, STOP, IN -LINE FILTER, ETC FOR COMPLETE INSTALLATION. LAVATORY, ADA COMPLIANT, WALL HUNG, AMERICAN STANDARD 0355.012 VITREOUS CHINA, L-1 A PROVIDE AMERICAN STANDARD 7385.004.002 CHROME FAUCET, 1/2 FLOW RESTRICTOR, GRID DRAIN 2" 2" 1/2" 1/2" ASSEMBLY. PROVIDE CARRIER, TRAP, SUPPLIES, STOPS, SANITARY COVERING, ETC FOR COMPLETE INSTALLATION. UTILITY SINK - JUST NO. SB-124 WITH METAL LEGS 12" DEEP 24"X27" TUB. PROVIDE WITH ADA USK COMPLIANT FAUCET AND SWING SPOUT, ELKAY LK940AT08L4H. PROVIDE TRAP, SUPPLIES, STOPS, ETC 2" 2" 3/4" 3/4" FOR COMPLETE INSTALLATION. WATER CLOSET, ADA COMPLIANT, AMERICAN STANDARD 3517C.101.020 AND 4188A.104.020 TANK W lA WHITE VITREOUS CHINA ELONGATED, CHURCH C1011-00 SEAT WHITE OPEN FRONT SEAT LESS COVER, 1 3" 2" 1/2" -- -- STAINLESS STEEL CHECK HINGE. PROVIDE SUPPLIES, STOPS, WAX RING, ETC FOR COMPLETE INSTALLATION. NOTES: l . LAVATORY & WATER COOLERS SUPPLY SHALL BE BRASS W/ BRASS ANGLE STOPS FOR 1/2" WATER SUPPLY LINES, W/ LOOSE KEY (W/CAP), AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: BRASS CRAFT OR APPROVED EQUAL. 2. CAST BODY "P" TRAP 1 1 /4" x 1 1 /4" WITH HEAVY CAST J-BEND & FLAT CLEANOUT PLUG, SLIP NUTS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: BRASS CRAFT OR APPROVED EQUAL. 3. STRAINERS SHALL BE FURNISHED WITH FIXTURES AS REQUIRED. FOR H/C LAVATORY OR SINKS PROVIDE OFFSET TAILPIECE. 4. PROVIDE TRUEBRO MODEL 103 (WHITE), ANTIMICROBAL HANDI LAV-GUARDS INSTALLATION KIT FOR ALL WHEELCHAIR LAVATORY & SINKS FOR WATER SUPPLIES & WASTE LINE. 5. PROVIDE WATER SUPPLY & "P" TRAP & OPTIONAL WATER FILTERS FOR ELECTRIC WATER COOLERS AS PER MANUFACTURERS RECOMMENDATIONS. 6. THE PLUMBING FIXTURES VENDOR SHALL COORDINATE WITH THE PLUMBING AND GENERAL CONTRACTOR ALL PLUMBING FIXTURES ROUGH IN DIMENSIONS BEFORE CONSTRUCTION BEGIN. 7. UNLESS SHOWN ABOVE, PLUMBING FIXTURES MANUFACTURER, TRIM COLOR AND FINISH SHALL BE FURNISHED AS DIRECTED BY OWNER/ARCHITECT. PLUMBING INSULATION SCHEDULE PIPING SYSTEM PIPE SIZE INSULATION TYPE THICKNESS FITTINGS, VALVES, FLANGES INSULATION TYPE REMARKS DOMESTIC COLD WATER ALL CLOSED CELL 1" CLOSED CELL -- DOMESTIC HOT WATER < 1 1/2" CLOSED CELL 1" CLOSED CELL -- DOMESTIC HOT WATER 1 1/2" - 4" MINERAL FIBER 1 1/2" PRE -FORMED MINERAL FIBER WITH PVC JACKET -- DOMESTIC WATER ALL CLOSED CELL 1" CLOSED CELL -- UNDERGROUND & INSLAB KICHEN WASTE UNDERGROUND ALL CLOSED CELL 1" CLOSED CELL -- KITCHEN WASTE ABOVE GROUND ALL CLOSED CELL j 1" CLOSED CELL -- CONDENSATE ALL CLOSED CELL 1/2" CLOSED CELL -- INTERIOR ROOF DRAIN PIPING ALL CLOSED CELL I 1" CLOSED CELL -- EXTERIOR WATER PIPING ALL CELLULAR GLASS 1" CELLULAR GLASS -- NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 2. FOR ITEMS INSTALLED IN PLENUM RATED CEILINGS, MATERIALS SHALL COMPLY WITH ASTM E 84 WITH FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE -DEVELOPED INDEX OF 50 OR LESS. 3. FIRE -BARRIER PENETRATIONS: MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS, REFER TO ARCHITECTURAL PLANS FOR LOCATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS. PLUMBING PIPE AND FITTING SCHEDULE PIPE FITTING MARK SIZE -- --- - --- - - REMARKS TYPE SCHEDULE TYPE RATING DOMESTIC WATER PIPING WITHIN BUILDING ALL CPVC 40 STANDARD SCHEDULE 40 -- -ABOVE GROUND (NON -PLENUM) ! DOMESTIC WATER PIPING WITHIN BUILDING ALL COPPER TYPE L CUS STANDARD HARD TEMPERED -ABOVE GROUND (PLENUM) DOMESTIC WATER PIPING ALL CPVC 40 STANDARD SCHEDULE 40 -- WITHIN BUILDING - BELOW GROUND DRAINAGE AND VENT PIPING - ALL PVC 40 STANDARD SCHEDULE 40 -- ABOVE GROUND (NON -PLENUM) DRAINAGE AND VENT PIPING - ALL CI -NH SW CI SW 4 BAND FOR 4" & SMALLER ABOVE GROUND (PLENUM) 6 BAND FOR LARGER >4" DRAINAGE AND VENT PIPING - ALL PVC 40 STANDARD SCHEDULE 40 -- BELOW GROUND MEDICAL AIR, OXYGEN AND VACUUM ALL COPPER TYPE L CUS STANDARD NO FLUX PER NFPA 99 S 2" COPPER TYPE L CUS STANDARD HARD TEMPERED FORCE MAIN - ABOVE GROUND -- - >_ 2 1/2" GS,GES -- TJ, GJ -- -- FORCE MAIN - BELOW GROUND ALL DI SW DI MJ -- TRAP PRIMER PIPING ALL PEX -- -- -- NO JOINTS BELOW SLAB 5 2" STL-BLK 40 MIT CLASS 150 -- GAS PIPING _.-------- --- - -- > 21/2" STL-BLK 40 WE t SCHEDULE40 COMPRESSED AIR PIPING ALL COPPER TYPE L CUS CLASS 125 -- NOTES: 1. TRANSITION COUPLINGS AND NO -HUB PIPE SHALL NOT BE INSTALLED BELOW SLAB OR IN ANY BURIED CONDITIONS IN CONTACT WITH EARTH 2. ALL PIPING IN RETURN AIR CEILING PLENUM INSTALLATIONS SHALL BE UL LISTED FOR THIS APPLICATION 3. MECHANICAL JOINTS ARE ALLOWED FOR SERVICE PURPOSED ONLY IN WALLS AND CEILINGS BUT MUST BE READILY ACCESSIBLE. 25/50 PVDF IS UL LISTED FOR RETURN AIR CEILING PLENUM INSTALLATIONS ABBV DESCRIPTION ABBV DESCRIPTION ABBV DESCRIPTION CI CAST IRON GJ GROOVED JOINT SYSTEM PEX PEX PIPING CPVC CHLORINATED POLYVINYL CHLORIDE GS GALVANIZED STEEL STL-BLK BLACK STEEL CUS WROUGHT COPPER SOLDER MJ MECHANICAL JOINT SW SERVICE WEIGHT DI DUCTILE IRON MIT MALLEABLE IRON THREAD TJ THREADED JOINTS GES GROOVED END STEEL NH NO HUB W/ HEAVY DUTY CLAMP WE BUTT WELD PLUMBING SPECIALTIES SCHEDULE MARK DESCRIPTION MANUF. MODEL NUMBER DETAILED DESCRIPTION AAV AIR ADMITTING VALVE STUDOR MINI -VENT -- BWV BACKWATER VALVE ZURN Z1088 GATE TYPE BACKWATER VALVE BWV BACKWATER VALVE ZURN Z1099 BALL FLOAT TYPE BACKWATER VALVE CPRV CALIBRATED PRESSURE RELIEF VALVE WATTS MODEL 540C INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION DCBFP DOUBLE CHECK BACKFLOW PREVENTER WATTS SERIES 7 ALL BRASS BODY, FOR POINT OF USE CONNECTION HB HOSE BIBB WOODFORD 24P3/4PC POLISHED CHROME FINISH WITH INTEGRAL VACUUM BREAKER I RPBFP REDUCED PRESSURE BACKFLOW PREVENTER WATTS j 909-QT-S ALL BRASS BODY, ASSEMBLY SHALL INCLUDE STRAINER AND SHUT-OFF VALVES SA WATER HAMMER ARRESTOR ZURN Z1700 ALL STAINLESS STEEL CONSTRUCTION, SIZE PER MAUFACTURER TP TRAP PRIMER ZURN Z1022 ALL BRONZE BODY WITH INTEGRAL VACUUM BREAKER (ADDITIONAL OUTLET DISTRIBUTION AS REQUIRED) VB VACUUM BREAKER WATTS SERIES 8 BRASS BODY, CHROME FINISH WH WALL HYDRANT ZURN Z1335 BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE BOX WITH LOCK, MODERATE CLIMATE j BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE WH WALL HYDRANT ZURN Z1305 BOX WITH LOCK, FREEZING CLIMATE PLUMBING THERMOSTATIC MIXING VALVE SCHEDULE FLOW RATE MINIMUM WATER HEATER O INLET OUTLET INLET OUTLET MANUFACTURER MARK I AREA SERVED Q 10 PSI FLOW RATE - - - - - BEING SERVED DIFFERENTIAL (GPM) SIZE SIZE TEMPERATURE TEMPERATURE MODEL ACORN TMV-1 --- -- 7 GPM 0.5 1/2" 3/4" 140OF 120OF - - MV17-1 POINT OF USE AT ACORN PUBLIC HAND --- 1.9 GPM 0.5 1/2" 3/4" 120OF 1050F - WASHING SINKS ST70CP-12 PLUMBING VALVE SCHEDULE VALVE TYPE DESCRIPTION SIZE - - CLASS REMARKS GATE CHECK BALL PLUG BALANCE <_ 3" GVT CVT BVT -- -- 125 PSI -- DOMESTIC COLD WATER - -- >_ 4" GVF CVF -- -- -- 125 PSI -- DOMESTIC HOT WATER & HOT WATER < 3" GVT CVT BVT -- CBV 125 PSI -- RECIRCULATING z 4" GVF CVF -- -- CBV 125 PSI -- <_ 2" -- -- -- PGVT -- 125 PSI -- GAS - - - >_ 2 1/2" -- -- -- PGVF -- 125 PSI -- MEDICAL AIR, OXYGEN AND VACUUM <_ 2" -- -- BVM -- -- 600 PSI -- COMPRESSED AIR ALL -- -- BVA -- -- 600 PSI -- NOTES: 1. SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO -WAY NORMALLY CLOSED. ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) 2. CALIBRATED PRESSURE RELIEF VALVE: INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION. WATTS MODEL 540C ABBV DESCRIPTION ABBV DESCRIPTION BVA BALL VALVE COMPRESSED AIR - 3-PIECE, FULL PORT, BRONZE CVT CHECK VALVE THREADED - BRONZE BVM BALL VALVE MEDICAL - 3-PIECE, FULL PORT, BRONZE GVF GATE VALVE FLANGED - IMMB BVT BALL VALVE THREADED - 2-PIECE, FULL PORT, 400 PSI, BRONZE GVT GATE VALVE THREADED - BRONZE CBV CALIBRATED BALANCING VALVE - BRONZE PGVF PLUG VALVE FLANGED - AGA APPROVED CVF CHECK VALVE FLANGED - IMMB PGVT PLUG VALVE THREADED - AGA APPROVED PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar NOTES: 1. ASME CONSTRUCTION SHALL BE STANDARD 2. PROVIDE ALL NECESSARY ACCESSORIES AND AIR CHARGE FITTINGS PLUMBING DRAIN SCHEDULE MARK FIXTURE, MODEL NUMBER AND DESCRIPTION AD AREA DRAIN - ZURN Z520, 9 1/4" DIAMETER TOP, DURA-COATED CAST IRON BODY, ADJUSTABLE HEAVY DUTY DRAIN DID DECK DRAIN - ZURN Z533, PARKING DECK DRAIN, 9" DIAMETER TOP, DURA-COATED CAST IRON BODY, HEAVY-DUTY GASKETED SUPPORT FLANGE FD FLOOR DRAIN - ZURN Z415-BZ1, 6" DIAMETER TOP, DURA-COATED CAST IRON BODY, TYPE W LIGHT DUTY HEEL PROOF STRAINER FDF FLOOR DRAIN WITH FUNNEL - ZURN 415E, 6" DIAMETER TOP, DURA-COATED CAST IRON BODY, TYPE'ESTRAINER WITH 4" 0 FUNNEL FS FLOOR SINK - ZURN Z1901, 12"x12"x8" DEEP, VERIFY TYPE OF BUCKET AND GRATE (1 /2 3/4, FULL, CENTER OPENING) PRIOR TO ORDERING GD GRAVEL/CORNICE DRAIN - ZURN 180,4 1/2" DIAMETER BY 2" HIGH, DURA-COATED CAST IRON BODY, MEMBRANE FLASHING CLAMP HD HUB DRAIN - ZURN Z326, INDIRECT WASTE FUNNEL, DURA-COATED CAST IRON BODY, 7" (FOR 2" & 3" PIPE) OR 9" 0 FUNNEL (FOR 4" & 6" PIPE) PD PLANTER DRAIN - ZURN Z350, PLANTING AREA DRAIN, DURA-COATED CAST IRON BODY, 4 1 /4" DOME AND 2" 0 PERFORATED STAINLESS STEEL PIPE RD ROOF DRAIN - ZURN Z100-DP, 15" DIAMETER, DURA-COATED CAST IRON BODY W/COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD RO ROOF OVERFLOW DRAIN - ZURN Z100-DP-89, SAME AS ROOF DRAIN WITH ADDITION OF 2" HIGH EXTERNAL WATER DAM TD TRENCH DRAIN - ZURN Z886-DGC, 6 1 /4" WIDE REVEAL TRENCH DRAIN SYSTEM WITH DUCTILE IRON SLOTTED GRATE - CLASS C NOTES: 1. TRANSITION COUPLINGS AND NO -HUB PIPE SHALL NOT BE INSTALLED BELOW SLAB OR IN ANY BURIED CONDITIONS IN CONTACT WITH THE EARTH. 2. PROVIDE ALL POURED IN PLACE CLEANOUTS WITH 24" x 24" FLASHING. PLUMBING FIXTURE SCHEDULE ROUGH -IN SIZES MARK FIXTURE, MODEL NUMBER AND DESCRIPTION -i - - - GPM WASTE j VENT CW HW ELECTRIC WATER COOLER, ADA COMPLIANT, ELKAY LZSTL8CWSLK, WALL MOUNTED, DUAL LEVEL FRONT PUSH BUTTON, EZH2O BOTTLE FILLING STATION, STAINLESS STEEL BASINS AND CABINET. EWC-A 2" 2" 1/2" - -- CONNECT WATER SUPPLY AND WASTE LINES FROM FOUNTAIN UNIT TO COOLER UNIT. PROVIDE TRAP, SUPPLY, STOP, IN -LINE FILTER, ETC FOR COMPLETE INSTALLATION. LAVATORY, ADA COMPLIANT, WALL HUNG, AMERICAN STANDARD 0355.012 VITREOUS CHINA, L-1 A PROVIDE AMERICAN STANDARD 7385.004.002 CHROME FAUCET, 1/2 FLOW RESTRICTOR, GRID DRAIN 2" 2" 1/2" 1/2" ASSEMBLY. PROVIDE CARRIER, TRAP, SUPPLIES, STOPS, SANITARY COVERING, ETC FOR COMPLETE INSTALLATION. UTILITY SINK - JUST NO. SB-124 WITH METAL LEGS 12" DEEP 24"X27" TUB. PROVIDE WITH ADA USK COMPLIANT FAUCET AND SWING SPOUT, ELKAY LK940AT08L4H. PROVIDE TRAP, SUPPLIES, STOPS, ETC 2" 2" 3/4" 3/4" FOR COMPLETE INSTALLATION. WATER CLOSET, ADA COMPLIANT, AMERICAN STANDARD 3517C.101.020 AND 4188A.104.020 TANK W lA WHITE VITREOUS CHINA ELONGATED, CHURCH C1011-00 SEAT WHITE OPEN FRONT SEAT LESS COVER, 1 3" 2" 1/2" -- -- STAINLESS STEEL CHECK HINGE. PROVIDE SUPPLIES, STOPS, WAX RING, ETC FOR COMPLETE INSTALLATION. NOTES: l . LAVATORY & WATER COOLERS SUPPLY SHALL BE BRASS W/ BRASS ANGLE STOPS FOR 1/2" WATER SUPPLY LINES, W/ LOOSE KEY (W/CAP), AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: BRASS CRAFT OR APPROVED EQUAL. 2. CAST BODY "P" TRAP 1 1 /4" x 1 1 /4" WITH HEAVY CAST J-BEND & FLAT CLEANOUT PLUG, SLIP NUTS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: BRASS CRAFT OR APPROVED EQUAL. 3. STRAINERS SHALL BE FURNISHED WITH FIXTURES AS REQUIRED. FOR H/C LAVATORY OR SINKS PROVIDE OFFSET TAILPIECE. 4. PROVIDE TRUEBRO MODEL 103 (WHITE), ANTIMICROBAL HANDI LAV-GUARDS INSTALLATION KIT FOR ALL WHEELCHAIR LAVATORY & SINKS FOR WATER SUPPLIES & WASTE LINE. 5. PROVIDE WATER SUPPLY & "P" TRAP & OPTIONAL WATER FILTERS FOR ELECTRIC WATER COOLERS AS PER MANUFACTURERS RECOMMENDATIONS. 6. THE PLUMBING FIXTURES VENDOR SHALL COORDINATE WITH THE PLUMBING AND GENERAL CONTRACTOR ALL PLUMBING FIXTURES ROUGH IN DIMENSIONS BEFORE CONSTRUCTION BEGIN. 7. UNLESS SHOWN ABOVE, PLUMBING FIXTURES MANUFACTURER, TRIM COLOR AND FINISH SHALL BE FURNISHED AS DIRECTED BY OWNER/ARCHITECT. PLUMBING INSULATION SCHEDULE PIPING SYSTEM PIPE SIZE INSULATION TYPE THICKNESS FITTINGS, VALVES, FLANGES INSULATION TYPE REMARKS DOMESTIC COLD WATER ALL CLOSED CELL 1" CLOSED CELL -- DOMESTIC HOT WATER < 1 1/2" CLOSED CELL 1" CLOSED CELL -- DOMESTIC HOT WATER 1 1/2" - 4" MINERAL FIBER 1 1/2" PRE -FORMED MINERAL FIBER WITH PVC JACKET -- DOMESTIC WATER ALL CLOSED CELL 1" CLOSED CELL -- UNDERGROUND & INSLAB KICHEN WASTE UNDERGROUND ALL CLOSED CELL 1" CLOSED CELL -- KITCHEN WASTE ABOVE GROUND ALL CLOSED CELL j 1" CLOSED CELL -- CONDENSATE ALL CLOSED CELL 1/2" CLOSED CELL -- INTERIOR ROOF DRAIN PIPING ALL CLOSED CELL I 1" CLOSED CELL -- EXTERIOR WATER PIPING ALL CELLULAR GLASS 1" CELLULAR GLASS -- NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 2. FOR ITEMS INSTALLED IN PLENUM RATED CEILINGS, MATERIALS SHALL COMPLY WITH ASTM E 84 WITH FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE -DEVELOPED INDEX OF 50 OR LESS. 3. FIRE -BARRIER PENETRATIONS: MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS, REFER TO ARCHITECTURAL PLANS FOR LOCATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS. PLUMBING PIPE AND FITTING SCHEDULE PIPE FITTING MARK SIZE -- --- - --- - - REMARKS TYPE SCHEDULE TYPE RATING DOMESTIC WATER PIPING WITHIN BUILDING ALL CPVC 40 STANDARD SCHEDULE 40 -- -ABOVE GROUND (NON -PLENUM) ! DOMESTIC WATER PIPING WITHIN BUILDING ALL COPPER TYPE L CUS STANDARD HARD TEMPERED -ABOVE GROUND (PLENUM) DOMESTIC WATER PIPING ALL CPVC 40 STANDARD SCHEDULE 40 -- WITHIN BUILDING - BELOW GROUND DRAINAGE AND VENT PIPING - ALL PVC 40 STANDARD SCHEDULE 40 -- ABOVE GROUND (NON -PLENUM) DRAINAGE AND VENT PIPING - ALL CI -NH SW CI SW 4 BAND FOR 4" & SMALLER ABOVE GROUND (PLENUM) 6 BAND FOR LARGER >4" DRAINAGE AND VENT PIPING - ALL PVC 40 STANDARD SCHEDULE 40 -- BELOW GROUND MEDICAL AIR, OXYGEN AND VACUUM ALL COPPER TYPE L CUS STANDARD NO FLUX PER NFPA 99 S 2" COPPER TYPE L CUS STANDARD HARD TEMPERED FORCE MAIN - ABOVE GROUND -- - >_ 2 1/2" GS,GES -- TJ, GJ -- -- FORCE MAIN - BELOW GROUND ALL DI SW DI MJ -- TRAP PRIMER PIPING ALL PEX -- -- -- NO JOINTS BELOW SLAB 5 2" STL-BLK 40 MIT CLASS 150 -- GAS PIPING _.-------- --- - -- > 21/2" STL-BLK 40 WE t SCHEDULE40 COMPRESSED AIR PIPING ALL COPPER TYPE L CUS CLASS 125 -- NOTES: 1. TRANSITION COUPLINGS AND NO -HUB PIPE SHALL NOT BE INSTALLED BELOW SLAB OR IN ANY BURIED CONDITIONS IN CONTACT WITH EARTH 2. ALL PIPING IN RETURN AIR CEILING PLENUM INSTALLATIONS SHALL BE UL LISTED FOR THIS APPLICATION 3. MECHANICAL JOINTS ARE ALLOWED FOR SERVICE PURPOSED ONLY IN WALLS AND CEILINGS BUT MUST BE READILY ACCESSIBLE. 25/50 PVDF IS UL LISTED FOR RETURN AIR CEILING PLENUM INSTALLATIONS ABBV DESCRIPTION ABBV DESCRIPTION ABBV DESCRIPTION CI CAST IRON GJ GROOVED JOINT SYSTEM PEX PEX PIPING CPVC CHLORINATED POLYVINYL CHLORIDE GS GALVANIZED STEEL STL-BLK BLACK STEEL CUS WROUGHT COPPER SOLDER MJ MECHANICAL JOINT SW SERVICE WEIGHT DI DUCTILE IRON MIT MALLEABLE IRON THREAD TJ THREADED JOINTS GES GROOVED END STEEL NH NO HUB W/ HEAVY DUTY CLAMP WE BUTT WELD PLUMBING SPECIALTIES SCHEDULE MARK DESCRIPTION MANUF. MODEL NUMBER DETAILED DESCRIPTION AAV AIR ADMITTING VALVE STUDOR MINI -VENT -- BWV BACKWATER VALVE ZURN Z1088 GATE TYPE BACKWATER VALVE BWV BACKWATER VALVE ZURN Z1099 BALL FLOAT TYPE BACKWATER VALVE CPRV CALIBRATED PRESSURE RELIEF VALVE WATTS MODEL 540C INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION DCBFP DOUBLE CHECK BACKFLOW PREVENTER WATTS SERIES 7 ALL BRASS BODY, FOR POINT OF USE CONNECTION HB HOSE BIBB WOODFORD 24P3/4PC POLISHED CHROME FINISH WITH INTEGRAL VACUUM BREAKER I RPBFP REDUCED PRESSURE BACKFLOW PREVENTER WATTS j 909-QT-S ALL BRASS BODY, ASSEMBLY SHALL INCLUDE STRAINER AND SHUT-OFF VALVES SA WATER HAMMER ARRESTOR ZURN Z1700 ALL STAINLESS STEEL CONSTRUCTION, SIZE PER MAUFACTURER TP TRAP PRIMER ZURN Z1022 ALL BRONZE BODY WITH INTEGRAL VACUUM BREAKER (ADDITIONAL OUTLET DISTRIBUTION AS REQUIRED) VB VACUUM BREAKER WATTS SERIES 8 BRASS BODY, CHROME FINISH WH WALL HYDRANT ZURN Z1335 BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE BOX WITH LOCK, MODERATE CLIMATE j BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE WH WALL HYDRANT ZURN Z1305 BOX WITH LOCK, FREEZING CLIMATE PLUMBING THERMOSTATIC MIXING VALVE SCHEDULE FLOW RATE MINIMUM WATER HEATER O INLET OUTLET INLET OUTLET MANUFACTURER MARK I AREA SERVED Q 10 PSI FLOW RATE - - - - - BEING SERVED DIFFERENTIAL (GPM) SIZE SIZE TEMPERATURE TEMPERATURE MODEL ACORN TMV-1 --- -- 7 GPM 0.5 1/2" 3/4" 140OF 120OF - - MV17-1 POINT OF USE AT ACORN PUBLIC HAND --- 1.9 GPM 0.5 1/2" 3/4" 120OF 1050F - WASHING SINKS ST70CP-12 PLUMBING VALVE SCHEDULE VALVE TYPE DESCRIPTION SIZE - - CLASS REMARKS GATE CHECK BALL PLUG BALANCE <_ 3" GVT CVT BVT -- -- 125 PSI -- DOMESTIC COLD WATER - -- >_ 4" GVF CVF -- -- -- 125 PSI -- DOMESTIC HOT WATER & HOT WATER < 3" GVT CVT BVT -- CBV 125 PSI -- RECIRCULATING z 4" GVF CVF -- -- CBV 125 PSI -- <_ 2" -- -- -- PGVT -- 125 PSI -- GAS - - - >_ 2 1/2" -- -- -- PGVF -- 125 PSI -- MEDICAL AIR, OXYGEN AND VACUUM <_ 2" -- -- BVM -- -- 600 PSI -- COMPRESSED AIR ALL -- -- BVA -- -- 600 PSI -- NOTES: 1. SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO -WAY NORMALLY CLOSED. ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) 2. CALIBRATED PRESSURE RELIEF VALVE: INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION. WATTS MODEL 540C ABBV DESCRIPTION ABBV DESCRIPTION BVA BALL VALVE COMPRESSED AIR - 3-PIECE, FULL PORT, BRONZE CVT CHECK VALVE THREADED - BRONZE BVM BALL VALVE MEDICAL - 3-PIECE, FULL PORT, BRONZE GVF GATE VALVE FLANGED - IMMB BVT BALL VALVE THREADED - 2-PIECE, FULL PORT, 400 PSI, BRONZE GVT GATE VALVE THREADED - BRONZE CBV CALIBRATED BALANCING VALVE - BRONZE PGVF PLUG VALVE FLANGED - AGA APPROVED CVF CHECK VALVE FLANGED - IMMB PGVT PLUG VALVE THREADED - AGA APPROVED PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar PLUMBING PIPE AND FITTING SCHEDULE PIPE FITTING MARK SIZE -- --- - --- - - REMARKS TYPE SCHEDULE TYPE RATING DOMESTIC WATER PIPING WITHIN BUILDING ALL CPVC 40 STANDARD SCHEDULE 40 -- -ABOVE GROUND (NON -PLENUM) ! DOMESTIC WATER PIPING WITHIN BUILDING ALL COPPER TYPE L CUS STANDARD HARD TEMPERED -ABOVE GROUND (PLENUM) DOMESTIC WATER PIPING ALL CPVC 40 STANDARD SCHEDULE 40 -- WITHIN BUILDING - BELOW GROUND DRAINAGE AND VENT PIPING - ALL PVC 40 STANDARD SCHEDULE 40 -- ABOVE GROUND (NON -PLENUM) DRAINAGE AND VENT PIPING - ALL CI -NH SW CI SW 4 BAND FOR 4" & SMALLER ABOVE GROUND (PLENUM) 6 BAND FOR LARGER >4" DRAINAGE AND VENT PIPING - ALL PVC 40 STANDARD SCHEDULE 40 -- BELOW GROUND MEDICAL AIR, OXYGEN AND VACUUM ALL COPPER TYPE L CUS STANDARD NO FLUX PER NFPA 99 S 2" COPPER TYPE L CUS STANDARD HARD TEMPERED FORCE MAIN - ABOVE GROUND -- - >_ 2 1/2" GS,GES -- TJ, GJ -- -- FORCE MAIN - BELOW GROUND ALL DI SW DI MJ -- TRAP PRIMER PIPING ALL PEX -- -- -- NO JOINTS BELOW SLAB 5 2" STL-BLK 40 MIT CLASS 150 -- GAS PIPING _.-------- --- - -- > 21/2" STL-BLK 40 WE t SCHEDULE40 COMPRESSED AIR PIPING ALL COPPER TYPE L CUS CLASS 125 -- NOTES: 1. TRANSITION COUPLINGS AND NO -HUB PIPE SHALL NOT BE INSTALLED BELOW SLAB OR IN ANY BURIED CONDITIONS IN CONTACT WITH EARTH 2. ALL PIPING IN RETURN AIR CEILING PLENUM INSTALLATIONS SHALL BE UL LISTED FOR THIS APPLICATION 3. MECHANICAL JOINTS ARE ALLOWED FOR SERVICE PURPOSED ONLY IN WALLS AND CEILINGS BUT MUST BE READILY ACCESSIBLE. 25/50 PVDF IS UL LISTED FOR RETURN AIR CEILING PLENUM INSTALLATIONS ABBV DESCRIPTION ABBV DESCRIPTION ABBV DESCRIPTION CI CAST IRON GJ GROOVED JOINT SYSTEM PEX PEX PIPING CPVC CHLORINATED POLYVINYL CHLORIDE GS GALVANIZED STEEL STL-BLK BLACK STEEL CUS WROUGHT COPPER SOLDER MJ MECHANICAL JOINT SW SERVICE WEIGHT DI DUCTILE IRON MIT MALLEABLE IRON THREAD TJ THREADED JOINTS GES GROOVED END STEEL NH NO HUB W/ HEAVY DUTY CLAMP WE BUTT WELD PLUMBING SPECIALTIES SCHEDULE MARK DESCRIPTION MANUF. MODEL NUMBER DETAILED DESCRIPTION AAV AIR ADMITTING VALVE STUDOR MINI -VENT -- BWV BACKWATER VALVE ZURN Z1088 GATE TYPE BACKWATER VALVE BWV BACKWATER VALVE ZURN Z1099 BALL FLOAT TYPE BACKWATER VALVE CPRV CALIBRATED PRESSURE RELIEF VALVE WATTS MODEL 540C INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION DCBFP DOUBLE CHECK BACKFLOW PREVENTER WATTS SERIES 7 ALL BRASS BODY, FOR POINT OF USE CONNECTION HB HOSE BIBB WOODFORD 24P3/4PC POLISHED CHROME FINISH WITH INTEGRAL VACUUM BREAKER I RPBFP REDUCED PRESSURE BACKFLOW PREVENTER WATTS j 909-QT-S ALL BRASS BODY, ASSEMBLY SHALL INCLUDE STRAINER AND SHUT-OFF VALVES SA WATER HAMMER ARRESTOR ZURN Z1700 ALL STAINLESS STEEL CONSTRUCTION, SIZE PER MAUFACTURER TP TRAP PRIMER ZURN Z1022 ALL BRONZE BODY WITH INTEGRAL VACUUM BREAKER (ADDITIONAL OUTLET DISTRIBUTION AS REQUIRED) VB VACUUM BREAKER WATTS SERIES 8 BRASS BODY, CHROME FINISH WH WALL HYDRANT ZURN Z1335 BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE BOX WITH LOCK, MODERATE CLIMATE j BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE WH WALL HYDRANT ZURN Z1305 BOX WITH LOCK, FREEZING CLIMATE PLUMBING THERMOSTATIC MIXING VALVE SCHEDULE FLOW RATE MINIMUM WATER HEATER O INLET OUTLET INLET OUTLET MANUFACTURER MARK I AREA SERVED Q 10 PSI FLOW RATE - - - - - BEING SERVED DIFFERENTIAL (GPM) SIZE SIZE TEMPERATURE TEMPERATURE MODEL ACORN TMV-1 --- -- 7 GPM 0.5 1/2" 3/4" 140OF 120OF - - MV17-1 POINT OF USE AT ACORN PUBLIC HAND --- 1.9 GPM 0.5 1/2" 3/4" 120OF 1050F - WASHING SINKS ST70CP-12 PLUMBING VALVE SCHEDULE VALVE TYPE DESCRIPTION SIZE - - CLASS REMARKS GATE CHECK BALL PLUG BALANCE <_ 3" GVT CVT BVT -- -- 125 PSI -- DOMESTIC COLD WATER - -- >_ 4" GVF CVF -- -- -- 125 PSI -- DOMESTIC HOT WATER & HOT WATER < 3" GVT CVT BVT -- CBV 125 PSI -- RECIRCULATING z 4" GVF CVF -- -- CBV 125 PSI -- <_ 2" -- -- -- PGVT -- 125 PSI -- GAS - - - >_ 2 1/2" -- -- -- PGVF -- 125 PSI -- MEDICAL AIR, OXYGEN AND VACUUM <_ 2" -- -- BVM -- -- 600 PSI -- COMPRESSED AIR ALL -- -- BVA -- -- 600 PSI -- NOTES: 1. SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO -WAY NORMALLY CLOSED. ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) 2. CALIBRATED PRESSURE RELIEF VALVE: INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION. WATTS MODEL 540C ABBV DESCRIPTION ABBV DESCRIPTION BVA BALL VALVE COMPRESSED AIR - 3-PIECE, FULL PORT, BRONZE CVT CHECK VALVE THREADED - BRONZE BVM BALL VALVE MEDICAL - 3-PIECE, FULL PORT, BRONZE GVF GATE VALVE FLANGED - IMMB BVT BALL VALVE THREADED - 2-PIECE, FULL PORT, 400 PSI, BRONZE GVT GATE VALVE THREADED - BRONZE CBV CALIBRATED BALANCING VALVE - BRONZE PGVF PLUG VALVE FLANGED - AGA APPROVED CVF CHECK VALVE FLANGED - IMMB PGVT PLUG VALVE THREADED - AGA APPROVED PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar PLUMBING SPECIALTIES SCHEDULE MARK DESCRIPTION MANUF. MODEL NUMBER DETAILED DESCRIPTION AAV AIR ADMITTING VALVE STUDOR MINI -VENT -- BWV BACKWATER VALVE ZURN Z1088 GATE TYPE BACKWATER VALVE BWV BACKWATER VALVE ZURN Z1099 BALL FLOAT TYPE BACKWATER VALVE CPRV CALIBRATED PRESSURE RELIEF VALVE WATTS MODEL 540C INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION DCBFP DOUBLE CHECK BACKFLOW PREVENTER WATTS SERIES 7 ALL BRASS BODY, FOR POINT OF USE CONNECTION HB HOSE BIBB WOODFORD 24P3/4PC POLISHED CHROME FINISH WITH INTEGRAL VACUUM BREAKER I RPBFP REDUCED PRESSURE BACKFLOW PREVENTER WATTS j 909-QT-S ALL BRASS BODY, ASSEMBLY SHALL INCLUDE STRAINER AND SHUT-OFF VALVES SA WATER HAMMER ARRESTOR ZURN Z1700 ALL STAINLESS STEEL CONSTRUCTION, SIZE PER MAUFACTURER TP TRAP PRIMER ZURN Z1022 ALL BRONZE BODY WITH INTEGRAL VACUUM BREAKER (ADDITIONAL OUTLET DISTRIBUTION AS REQUIRED) VB VACUUM BREAKER WATTS SERIES 8 BRASS BODY, CHROME FINISH WH WALL HYDRANT ZURN Z1335 BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE BOX WITH LOCK, MODERATE CLIMATE j BRONZE BODY, KEY OPERATED VALVE, NICKEL BRONZE WH WALL HYDRANT ZURN Z1305 BOX WITH LOCK, FREEZING CLIMATE PLUMBING THERMOSTATIC MIXING VALVE SCHEDULE FLOW RATE MINIMUM WATER HEATER O INLET OUTLET INLET OUTLET MANUFACTURER MARK I AREA SERVED Q 10 PSI FLOW RATE - - - - - BEING SERVED DIFFERENTIAL (GPM) SIZE SIZE TEMPERATURE TEMPERATURE MODEL ACORN TMV-1 --- -- 7 GPM 0.5 1/2" 3/4" 140OF 120OF - - MV17-1 POINT OF USE AT ACORN PUBLIC HAND --- 1.9 GPM 0.5 1/2" 3/4" 120OF 1050F - WASHING SINKS ST70CP-12 PLUMBING VALVE SCHEDULE VALVE TYPE DESCRIPTION SIZE - - CLASS REMARKS GATE CHECK BALL PLUG BALANCE <_ 3" GVT CVT BVT -- -- 125 PSI -- DOMESTIC COLD WATER - -- >_ 4" GVF CVF -- -- -- 125 PSI -- DOMESTIC HOT WATER & HOT WATER < 3" GVT CVT BVT -- CBV 125 PSI -- RECIRCULATING z 4" GVF CVF -- -- CBV 125 PSI -- <_ 2" -- -- -- PGVT -- 125 PSI -- GAS - - - >_ 2 1/2" -- -- -- PGVF -- 125 PSI -- MEDICAL AIR, OXYGEN AND VACUUM <_ 2" -- -- BVM -- -- 600 PSI -- COMPRESSED AIR ALL -- -- BVA -- -- 600 PSI -- NOTES: 1. SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO -WAY NORMALLY CLOSED. ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) 2. CALIBRATED PRESSURE RELIEF VALVE: INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION. WATTS MODEL 540C ABBV DESCRIPTION ABBV DESCRIPTION BVA BALL VALVE COMPRESSED AIR - 3-PIECE, FULL PORT, BRONZE CVT CHECK VALVE THREADED - BRONZE BVM BALL VALVE MEDICAL - 3-PIECE, FULL PORT, BRONZE GVF GATE VALVE FLANGED - IMMB BVT BALL VALVE THREADED - 2-PIECE, FULL PORT, 400 PSI, BRONZE GVT GATE VALVE THREADED - BRONZE CBV CALIBRATED BALANCING VALVE - BRONZE PGVF PLUG VALVE FLANGED - AGA APPROVED CVF CHECK VALVE FLANGED - IMMB PGVT PLUG VALVE THREADED - AGA APPROVED PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar PLUMBING THERMOSTATIC MIXING VALVE SCHEDULE FLOW RATE MINIMUM WATER HEATER O INLET OUTLET INLET OUTLET MANUFACTURER MARK I AREA SERVED Q 10 PSI FLOW RATE - - - - - BEING SERVED DIFFERENTIAL (GPM) SIZE SIZE TEMPERATURE TEMPERATURE MODEL ACORN TMV-1 --- -- 7 GPM 0.5 1/2" 3/4" 140OF 120OF - - MV17-1 POINT OF USE AT ACORN PUBLIC HAND --- 1.9 GPM 0.5 1/2" 3/4" 120OF 1050F - WASHING SINKS ST70CP-12 PLUMBING VALVE SCHEDULE VALVE TYPE DESCRIPTION SIZE - - CLASS REMARKS GATE CHECK BALL PLUG BALANCE <_ 3" GVT CVT BVT -- -- 125 PSI -- DOMESTIC COLD WATER - -- >_ 4" GVF CVF -- -- -- 125 PSI -- DOMESTIC HOT WATER & HOT WATER < 3" GVT CVT BVT -- CBV 125 PSI -- RECIRCULATING z 4" GVF CVF -- -- CBV 125 PSI -- <_ 2" -- -- -- PGVT -- 125 PSI -- GAS - - - >_ 2 1/2" -- -- -- PGVF -- 125 PSI -- MEDICAL AIR, OXYGEN AND VACUUM <_ 2" -- -- BVM -- -- 600 PSI -- COMPRESSED AIR ALL -- -- BVA -- -- 600 PSI -- NOTES: 1. SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO -WAY NORMALLY CLOSED. ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) 2. CALIBRATED PRESSURE RELIEF VALVE: INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION. WATTS MODEL 540C ABBV DESCRIPTION ABBV DESCRIPTION BVA BALL VALVE COMPRESSED AIR - 3-PIECE, FULL PORT, BRONZE CVT CHECK VALVE THREADED - BRONZE BVM BALL VALVE MEDICAL - 3-PIECE, FULL PORT, BRONZE GVF GATE VALVE FLANGED - IMMB BVT BALL VALVE THREADED - 2-PIECE, FULL PORT, 400 PSI, BRONZE GVT GATE VALVE THREADED - BRONZE CBV CALIBRATED BALANCING VALVE - BRONZE PGVF PLUG VALVE FLANGED - AGA APPROVED CVF CHECK VALVE FLANGED - IMMB PGVT PLUG VALVE THREADED - AGA APPROVED PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar PLUMBING VALVE SCHEDULE VALVE TYPE DESCRIPTION SIZE - - CLASS REMARKS GATE CHECK BALL PLUG BALANCE <_ 3" GVT CVT BVT -- -- 125 PSI -- DOMESTIC COLD WATER - -- >_ 4" GVF CVF -- -- -- 125 PSI -- DOMESTIC HOT WATER & HOT WATER < 3" GVT CVT BVT -- CBV 125 PSI -- RECIRCULATING z 4" GVF CVF -- -- CBV 125 PSI -- <_ 2" -- -- -- PGVT -- 125 PSI -- GAS - - - >_ 2 1/2" -- -- -- PGVF -- 125 PSI -- MEDICAL AIR, OXYGEN AND VACUUM <_ 2" -- -- BVM -- -- 600 PSI -- COMPRESSED AIR ALL -- -- BVA -- -- 600 PSI -- NOTES: 1. SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO -WAY NORMALLY CLOSED. ASCO 8044 SERIES W/MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY) 2. CALIBRATED PRESSURE RELIEF VALVE: INSTALL A MINIMUM OF 12" ABOVE WATER HEATER AND PIPE DISCHARGE TO ADEQUATE LOCATION. WATTS MODEL 540C ABBV DESCRIPTION ABBV DESCRIPTION BVA BALL VALVE COMPRESSED AIR - 3-PIECE, FULL PORT, BRONZE CVT CHECK VALVE THREADED - BRONZE BVM BALL VALVE MEDICAL - 3-PIECE, FULL PORT, BRONZE GVF GATE VALVE FLANGED - IMMB BVT BALL VALVE THREADED - 2-PIECE, FULL PORT, 400 PSI, BRONZE GVT GATE VALVE THREADED - BRONZE CBV CALIBRATED BALANCING VALVE - BRONZE PGVF PLUG VALVE FLANGED - AGA APPROVED CVF CHECK VALVE FLANGED - IMMB PGVT PLUG VALVE THREADED - AGA APPROVED PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar PLUMBING WATER HEATER SCHEDULE MAKE & STORAGE RECOVERY INPUT ELECTRICAL DATA MARK MODEL TYPE SIZE (GAL) RATE (MBTUH) # ELEMENTS KW EA KW TOTAL VOLTS PHASE NOTES EWH-1 A.O. SMITH ELECTRIC 16" 0 x 10 8 GPM @ 1 1.65 1.65 120 SINGLE 1,2,3,4,5,E EJC-10 STORAGE 18 1 /4" 90OF NOTES: 1. PROVIDE FACTORY INSTALLED HEAVY DUTY ELECTRICAL JUNCTION BOX, CONTROLS, WITH T-STATS SET ON 140°F. 2. INSTALL WATER HEATER IN ACCORDANCE TO FPC, FMC CODES, NEC, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 3. CONTACT MANUFACTURERS REPRESENTATIVE FOR HEATERS ELECTRICAL DATA BEFORE FINAL ORDER IS MADE. 4. INSTALL WATER HEATER IN ACCORDANCE WITH BUILDING CODE - PLUMBING & MECHANICAL (WITH LATEST AMENDMENTS) CODES, ENERGY CODE, AND APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE BRASS DRAIN VALVE, & ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 6. WATER HEATER SHALL BE WIRED FOR NON -SIMULTANEOUS ELEMENT OPERATION. 7. WATER HEATER SHALL BE WIRED FOR SIMULTANEOUS ELEMENT OPERATION. 8. PROVIDED WITH INTEGRATED MIXING VALVE THAT MEETS ASSE 1070 STANDARDS. GIi�INEI'Z GRINER ENGINEERING, INC. Date 09-19-2022 3125 Fifth Ave N., Suite 300 Drawn CDP St. Petersburg, Florida 33713 Phone: (727)-822-2335 Designed CDP Fax: (727)-821-3361 FOR JHG Certificate of Authorization #3173 Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS ; DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 6TH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE 5y: REVIEW 08126122 MK PERMIT 08126122 MK ..._....__-------- REV. REV. REV. REV. REV. REV. REV. '^ N00 v� � M • � 00 z° h a 0 0! Q W W G.� (� M N N I z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar z W o .twW� �¢0� w z U w O x SHEET TITLE PLUM51NG SCHEDULES - SHEET NUMBER P7 I. 1 ■m =Tm mar SHEET NUMBER P7 I. 1 ■m =Tm mar 5Y: MK MK ISSUE DATE REVIEW 06/26/22 PERMIT 08/26/22 REV. PLUMBING SPECIFICATIONS PART l: GENERAL 1.01 GENERAL DOCUMENTS A. THE REQUIREMENTS OF THE GENERAL CONDITIONS & APPLICABLE SECTIONS SHALL APPLY TO ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT BUILDING CODE -PLUMBING. B. THE PLUMBING WORK SHALL INCLUDE FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL PLUMBING WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL MATERIAL SHALL BE NEW. C. ALL MATERIALS AND EQUIPMENT SHALL BE THE STANDARD CATALOGED PRODUCT OF A REPUTABLE MANUFACTURER REGULARLY MANUFACTURING THE PARTICULAR ITEM, FREE FROM DEFECTS AND IN NEW CONDITION. 1.02 SUBMITTALS A. MATERIALS OR PRODUCTS SPECIFIED HEREIN AND/OR INDICATED ON DRAWINGS BY TRADE NAME, MANUFACTURER'S NAME OR CATALOG NUMBERS SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND DESIGN. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW AND APPROVED BY BID DATE. 1.03 WORK BY OTHERS A. THE FOLLOWING SYSTEMS AND/OR EQUIPMENT ARE NOT A PART OF THIS SECTION, BUT SHALL BE PROPERLY CONNECTED WITH ALL PLUMBING SERVICES: - ELECTRICAL POWER WIRING BY ELECTRICAL SUB -CONTRACTOR. - FIRE PROTECTION SYSTEM 1.04 SHOP DRAWINGS FURNISH SIX (6) COPIES OF SHOP DRAWINGS OF EQUIPMENT OR FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 1.05 RECORD DRAWINGS A. AFTER COMPLETION OF ALL WORK THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER WITH AS BUILT RECORD DRAWINGS AS OUTLINED IN SPECIFICATIONS. PART 2: PRODUCTS 2.01 PIPING A. SOIL, WASTE, VENT PIPING & STORM DRAINAGE PIPING: ABOVE FLOOR AND BELOW SLAB: INTERIOR ABOVE FIRST FLOOR SLAB SHALL BE PVC-DWV SCHEDULE 40 PIPE AND FITTING BELOW AND ABOVE SLAB EXCEPT ANY PIPING LOCATED WITHIN PLENUM SPACES OR FIRE RATED WALLS SHALL BE SERVICE WEIGHT CAST IRON, NO HUB, WITH STAINLESS STEEL CLAMPS AND SHIELDS WITH NEOPRENE SEALING SLEEVES. B. DOMESTIC WATER PIPING: INTERIOR COLD, HOT AND HOT WATER RECIRCULATING PIPING ABOVE SLAB: DOMESTIC WATER PIPING SHALL BE TYPE L COPPER TUBING WITH LEAD FREE SOLDER JOINTS OR APPROVED PVC PIPING & FITTING. PVC PRESSURE TYPE PIPE & FITTINGS MAY BE USED ONLY IF APPROVED BY OWNER & LOCAL PLUMBING AUTHORITY. C. PIPE INSULATION (COPPER TUBING): HOT WATER SUPPLY COPPER TUBING SHALL BE INSULATED WITH 1" THICK FIBERGLASS OR EQUAL, IN COMPLIANCE WITH APPLICABLE ENERGY CODES. ANY PIPING ABOVE SLAB RECEIVING COLD WATER DISCHARGE FROM A/C UNITS, ICE MACHINES, ETC. SHALL BE INSULATED WITH 1" THICK FIBERGLASS (OR EQUAL) INSULATION WITH VAPOR JACKET. 2.02 VALVES A. EQUAL TO NIBCO, CRANE OR WALWORTH. ALL BRONZE 150 PSI. BALL OR GATE VALVES WITH RISING STEMS. 2.03 SPECIALTIES A. PIPE PROTECTIVE COATING: FOR STEEL OR COPPER PIPE, PERMACEL OR SCOTCHWRAP VINYL TAPE APPLIED OVER PIPE TO A TOTAL MINIMUM THICKNESS OF 20 MILS. APPLY TO ALL WATER PIPE IN CONTACT WITH MASONRY OR CONCRETE. B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE THROUGH 4 INCH (4") DIAMETER OR SMALLER SHALL BE ADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TO MICHIGAN 102A, FOR STEEL PIPE MICHIGAN 100. ALL PIPE HANGERS IN AREA'S EXPOSED TO SALT ATMOSPHERE SHALL BE CORROSION RESISTANT. ALL WATER, SANITATION, STORM AND CONDENSATE STACKS SHALL HAVE A STACK CLAMP AT ALTERNATE FLOORS. HORIZONTAL & VERTICAL PIPE SUPPORT SHALL BE AS PER SCHEDULE BELOW: PIPE HANGER SPACING TABLE PIPE MATERIAL PIPE SIZES (INCHES) HORIZONTAL PIPE DISTANCE (FEET) VERTICAL PIPE DISTANCE (FEET) COPPER & COPPER ALLOY TUBING 1 1 /4" & SMALLER 6 10 COPPER & COPPER ALLOY TUBING 1 1/2" & LARGER 10 10 COPPER & COPPER ALLOY PIPE ALL 12 10 CAST IRON PIPE ALL 4 * 15 STEEL PIPE ALL 12 15 STAINLESS STEEL DRAINAGE ALL 10 10 ** CPVC & PVC PIPE ALL 4 10** NOTES: * MAXIMUM HORIZONTAL SPACING OF CAST IRON PIPE HANGERS SHALL BE INCREASED TO TEN FEET WHERE 10' LENGTHS OF PIPE ARE USED. ** MIDSTORY GUIDE FOR SIZES 2" AND SMALLER *** NOT ALL PIPE MATERIALS ON THIS TABLE WILL PERTAIN TO THIS PROJECT C. DRAINS AND CLEANOUTS: SEE SCHEDULE ON DRAWINGS. D. DIELECTRIC UNIONS: EBCO OR CAPITOL AT ALL POINTS OF CONNECTION BETWEEN DISSIMILAR PIPE METALS. E. FLASHING AND VENT STACKS: ALL VENTS EXTENDING THROUGH THE ROOF SHALL BE PROVIDED WITH FOUR POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED DOWN INSIDE THE PIPE OR AS OTHERWISE SHOWN ON THE DRAWINGS. THE ROOF FLASHING SHALL BE INSTALLED BY LICENSED & INSURED ROOFING CONTRACTOR. ALL FLASHING IN METAL ROOF SHALL BE BY THE ROOF MANUFACTURER. MINIMUM DISTANCE FROM ANY FRESH AIR INTAKE SHALL BE 10'-0". F. AIR CHAMBERS: AT EACH FIXTURE GROUP PROVIDE "SA" AS SPECIFIED IN SPECIALTIES SCHEDULE AND ELSEWHERE AS REQUIRED, AND IN ALL CONNECTIONS TO EQUIPMENT WITH SOLENOID VALVE INSTALLED ON WATER SUPPLY LINE PROVIDE ACCESS FOR WATER HAMMER ARRESTORS. THE WATER HAMMER ARRESTORS SHALL BE SIZED AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. G. ESCUTCHEONS AND SLEEVES: WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALLS OR CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TO COVER THE RAW EDGE. H. SLEEVES SHALL BE PROVIDED AT RATED WALL ALL PIPE PENETRATIONS OF MASONRY, BAY WALL, CONCRETE WALLS AND FLOORS. I. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES AT ALL PIPING THROUGH RATED WALLS AND ASSEMBLIES. SEE DETAILS ON THE DRAWING. 2.04 FIXTURES AND TRIM A. ALL EXPOSED METAL TO BE CHROME PLATED. PROVIDE STOPS AND UNIONS AT ALL SUPPLIES AND CAST BRASS'P' TRAPS WITH CLEANOUT ON ALL WASTE. B. FIXTURES BY AMERICAN STANDARD, KOHLER, ELJER, STERLING OR APPROVED EQUAL. PART 3: EXECUTION 3.01. INSTALLATION A. INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE WITH BUILDING LINES, ADEQUATELY SUPPORTED WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND MAINTAIN HEAD ROOM AND ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL WALLS, SLABS OR PARTITIONS WITH ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE UNIONS AT ALL FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS SHALL BE PLUGGED DURING INSTALLATION. B. SANITARY DRAINAGE PIPING 3" & LARGER SHALL BE INSTALLED WITH A MINIMUM 1 /8" PER FOOT SLOPE UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING 21/2" AND SMALLER SHALL BE INSTALLED WITH A MINIMUM OF 1 /4" PITCH PER FOOT. C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL BE INSTALLED IN COMPLIANCE WITH ADA CODE. D. INSTALL ALL PIPING TO ALLOW FOR EXPANSION. E. SEE RISER DIAGRAMS FOR ALL DRAINAGE & VENT PIPE SIZING FOR THE PLUMBING SYSTEMS. REFER TO PLUMBING FLOOR PLAN (WATER SYSTEM) & SCHEDULES FOR ALL WATER PIPING SYSTEM SIZING. F. ALL EXPOSED TO VIEW PIPING AND FITTINGS SHALL BE POLISHED CHROME FINISH. G. ALL WORK HANDICAPPED TOILETS SHALL COMPLY WITH ADA REQUIREMENTS. & BUILDING CODE - CHAPTER 11 ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. H. FINAL CONNECTIONS TO DRAINAGE AND WATER SERVICE LINES TO EXISTING OR NEW AT 5'-0" FROM THE BUILDING WALLS SHALL BE BY THE PLUMBING CONTRACTOR. 3.02. DISINFECTING OF POTABLE WATER SYSTEM: A. THE SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALLOWED TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. DISINFECTION PROCEDURE AND RESULT SHALL BE SUBJECT TO THE APPROVAL OF THE LOCAL PLUMBING INSPECTOR. 3.03.TESTS A. ALL PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE BUILDING CODE -PLUMBING. ALL TESTS SHALL BE APPROVED BY THE LOCAL PLUMBING INSPECTOR AND SHALL BE OBSERVED BY A REPRESENTATIVE OF THE ARCHITECT. 3.04. SYSTEM IDENTIFICATION A. THE PLUMBING CONTRACTOR SHALL PROVIDE IDENTIFICATION TAGS FOR ALL PIPING AND VALVES IN THE BUILDING AS PER OWNER ACCEPTED STANDARDS. THE PIPE MARKS SHALL INCLUDE PIPING SYSTEM IDENTIFICATION AND DIRECTIONS OF FLOW. 3.05 SPECIFICATIONS AND DRAWINGS A. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY, STORM AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEMS, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. B. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF THIS WORK. C. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. E. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL CONCEALED WORK AND, UPON COMPLETION OF THE JOB, SHALL SUPPLY AS -BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY DEVIATION FROM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSIONS OF BURIED UTILITY LINES FROM BUILDING WALLS. F. ALL DOCUMENTS, TEST REPORTS & AS-BUILTS DRAWINGS SHALL BE ATTACHED TO THE CLOSING DOCUMENT OF THE PROJECT. 3.06 WARRANTY: A. THE PLUMBING CONTRACTOR SHALL WARRANT HIS WORK TO BE FREE FROM DEFECTS IN MATERIALS AND AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE OF ALL WORK. 3.07 COORDINATION A. THE CONTRACTOR DOING THE SHEET METAL SHOP DRAWINGS AND THE PLUMBING, FIRE PROTECTION, AND HVAC FOREMAN AND GENERAL CONTRACTOR PROJECT MANAGER SHALL INSPECT & REVIEW THE CONDITIONS, AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. ALL GRAVITY WASTE PIPING IN THE CEILING SPACE SHALL BE INSTALLED FIRST. B. VERIFY LOCATIONS, SIZES, AND INVERT ELEVATIONS OF SANITARY DRAIN, AND DOMESTIC WATER PIPING CONNECTIONS WITH CIVIL ENGINEERING DRAWINGS PRIOR TO PROCEEDING WITH THE INSTALLATION OF ANY NEW WORK. SHOULD ANY DISCREPANCIES BE DISCOVERED CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. C. COORDINATE WITH ARCHITECTURAL DRAWINGS WALL AND PARTITION CONSTRUCTION AND THICKNESS WHERE PLUMBING PIPING, FIXTURES CARRIERS OR EQUIPMENT IS INDICATED. BEFORE PLUMBING PIPING ROUGH -IN. D. COORDINATE EXACT LOCATION, ELEVATIONS AND SIZES OF ALL SLEEVES IN NEW STRUCTURE WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. 3.08 PERMITS A. PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT HIS EXPENSE. as GRINWR GRINER ENGINEERING, INC. 3125 Fifth Ave N., Suite 300 St. Petersburg, Florida 33713 Phone: (727)-822-2335 Fax: (727)-821-3361 Certificate of Authorization #3173 Date 09-19-2022 Drawn CDP Designed CDP FOR JHG Job no. 22185 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, REUSED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. • THE DRAWINGS I DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED, TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE &TH EDITION 2e2O FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION, , u z REV. REV. REV. REV. REV. 0 0 N 0 N T� N V 1 Q L' SHEET TITLE PLUMBING SPECIFICATIONS