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Home My WebLink AboutBUILDING PERMIT APPLICATION PAGECONTROLS LEGEND SYMBOL MODEUDESCRIPTION SYMBOL MODEUDESCRIPTION OGD91 GDS-1 TLB—W GDS GREENGATE OS MS GMDS—W MOMENTARY SWITCH FOR DIGITAL SWITCH OVERRIDING SENSOR ® DT1-R OAC—OT-1000—R ® ONW—D-1001—MV—W 120/277VAC SINGLE K 360 DEGREE 1000FT' DT INK CEILING SENSOR RELAY DT WALL SWITCH SENSOR ^ DT2R OAC—DT-2000—R COD 360 DEGREE 2000Fr DT EM _ UL924 EMERGENCY RELAY CEILING SENSOR v SP20—RD4 120/277VAC SINGLE -L RELAY SWITCHPACK FOR LIGHTING LOADS En le U Q a J J 3 0 W H w W Q' O li N O 1 w 0 w KEYED NOTES XO 0 GENERAL NOTES THIS DRAWING, CROSS HATCHED FIXTURES ARE TO BE CONNECTED TO INVERTER FOR EMERGENCY LIGHTING. EMERGENCY LIGHTS ARE ALSO NIGHT LIGHTS ON 24 HRS. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REFER TO E-20 & E-21 FOR CONTROLS, SCHEDULES, MOUNTING DETAILS & CUT SHEETS. PARTIAL LIGI ITIN G PLAN - SOLTTI I N SCALE : 1/16" = 1'-0" KEYED PLAN Lj o NOT TO SCALE ^0 •0 dl J, a_ AREA OF WORK{` ❑ THIS DRAWING 7.5 o oa Project: FROF05ED MANUFACTURING I3UILI)ING FOR PURSUIT MATS 5901 5T. LUCIE E5LVD. FORT FIERCE, FLORIDA Key Plan 155ue5: No.: Date: De5criFGion: A. 7/12/19 DID 5ET 5. 7/18/19 PEFMIT 5ET 1 Arohi;ect: DONADIO & Associates, Architects P.A. NY4 17th Sfax Varu Hauck, 19.32IM1 '1'A 77Z 791.2Y 1+ .772.5b2.WX) .vww.,hnuuMr-xrehc�mi Livanea ..\o. .AAIMR12rS Consultant: aa CRRDInRL ffu--. 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCI E FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawieg Title: PARTIAL LIGHTING PLAN -50UTH n,.AF►.._ JVll IVV ✓I e� ®cc ®UN v Drn: Drawi Lq File: rho.: XREF File: 6 #� No. 78g77 'G DL � H Project Vo.: P.ot Fire: _ Q , STAiE `; 201842 �'��lln�u��r��"' E —18 late 5ilnea: Project: CONTROLS LEGEND SYMBOL MODEUDESCRIPTION SYMBOL MODEUDESCRIPTION OGDS1 GDS-1 TLB-W GDS GREENGATE OMS GMDS-W MOMENTARY SWITCH FOR DIGITAL SWITCH OVERRIDING SENSOR 0T1-R OAC—OT-1000—R ® ONW-0-1001—MV—W 120/277VAC SINGLE t( 360 DEGREE 1000FT' DT CEILING SENSOR RELAY DT WALL SNATCH SENSOR OT2-R OAC—DT-2000—R J*D 360 DEGREE 201 DT EM CEPC_ UL924 EMERGENCY RELAY v CEILING SENSOR SP2D—RD4 -L 120/277VAC SINGLE RELAY SWTCHPACK FOR LIGHTING LOADS KEYED NOTES XO 0 GENERAL NOTES THIS DRAWING: CROSS HATCHED FIXTURES ARE TO BE CONNECTED TO INVERTER FOR EMERGENCY LIGHTING. EMERGENCY LIGHTS ARE ALSO NIGHT LIGHTS ON 24 HRS. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REFER TO E-20 & E-21 FOR CONTROLS, SCHEDULES, MOUNTING DETAILS & CUT SHEETS. B 0 KEYED PLAN (t)\ NOT TO SCALE AREA OF WORK T Il na/.u,un _. .,.If I 1 J1 `___. __ `_' . `------- K K c, „ IIIc c _ --' - �lL — c - ----- -c--!illc —G -- c- — G - - ---- —--c --- c -- — c' c I K III i! II II li II I'I II I K 11 II II I II _—- c.41C! II II f II l 1 _._: c c t c c c c c c c L3-25 I I fond I I � III I II II �If�l I, „ N_I Stage. ii 11 III IN II -- C ----- g------- C ------ �----I C ---- -- - _ C - --- - -- C -- IIIIII - C'-------- - C IIII II C ., - C - --FF _ C - C C C \ \ _ C - - C y C - C/ -- - r___i ff IIll if 11 -- - --- - ----\ ------ I �___� III II II II II II II IIJI I III II II �� II II II IiI II II Q I II II IMI i-.5SEM6LY a � II II II ll II II II II ' I a I II II II II II II c c C c c c c �__� I) c j c I II II „ II II „ I II II II _... i ......_._.....--- W w III II II LCP2-12 LCP2-3,41 II II II �.. ' II II fI11 Ili I u- ; II II N LLCP2-5,6 II C C I Ills C C II II c c c C C C c C c l C I ''' II II II II II II I! II II II j ! i Or SslII II' i wLd ❑ 0 II I c c e= c c c c c I. — _� C II C C I C C i I c y� Trim 5t ge El yp I ° I I C 5HOr C C C C- INVERTER C II 2-3 — 11 ii !! v INVERTER 2-2!! rim A55emMy 9P --- C --- C - C C C I C C C C I I in 19,20 © C © O LCP2- LCP2-7,8 �� LCP2-9,10 LCP2-11,12 LCP2-13,14 C Q _ -- ------ ----- -- 1 LCP2- 00 ----- - - -- -'� S H8-45 17.18 --- ;, 1516 r $ C C C LCP2-'_.__._� _ — ------ - - - --$-= _--- adr . ~ O © O O O O O O O O O O f II I rj I I I E -02 TE LL '(� I i I M -_ ___ - �.� 1 I I E17 LAMINATION PARTIAL LIGHTING PLAN - NORTH I SCALE : 1 /16" = 1'-O" FROF05ED MANUFACTURING 13UILDING FOR FUR5UIT 50AT5 5901 5T. LUCIE PLVD. FORT PIERCE, FLORIDA Key Plan lo6ue5: No.: Date: Description: A. 7/12/19 BID 5ET B. 7/18/19 PERMIT 5ET 1 Architect: DONADIO & Associates, Architects P.A. MW I7ni SI= Wa, Bcu h, 1•L 32WA •rc1.772.7W2 N hax_772-%2.WA0 amuaMr-un;h.um� Lx- No..AAIAH17S7% Corsultarr;: 0:a CARDinRL 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC.31555 Drawing Title: FAUTAL LIGf$1` N -NOP,TH Job NO."t:' \\ r417 7rn: Drawing File: GCho: XR_F File: roject No.: Plot File: TSTATE OF 40 201842 SheetNo': Geri. `brrs�0'T�Al T \\\\\ ,�IIIIIII� late Shned: E-19 i .,wAN�4 MJ nn x_ „ I [-f.TtcUC STANDARD LIGHTING POLE DETAIL (1) LIGHTING POLE. THE MANUFACTURER IS TO PROVIDE CERTIFICATION BY FLORIDA PE, SHOWING WIND LOAD RATING OF 170 MPH WITH SPEGFIED FIXTURES INSTALLED. THE FINAL POLE SET IS TO BE DETERMINED BY THE PROFESSIONAL ENGINEER. (2) INTERNAL WIRING. INTERNAL WIRING TO BE IN UL LISTED CONDUITS, INSIDE POLE. SEE NOTE 3. (3) LIGHT FIXTURE CONNECTIONS. REFER TO LIGHT MANUFACTURER FOR REQUIREMENTS, INCLUDING TEMPERATURE REQUIREMENTS (COMMONLY 15DC). CONDUCTORS TO BE UL LISTED "FIXTURE" CONDUCTORS. UL "RECOGNIZED" APPLIANCE WIRES NOT PERMITTED.) OBTAIN BUILDING DEPARTMENT APPROVAL FOR CONDUCTORS, CONNECTORS, AND ACCESSIBIUTY. (4) CONDUITS. CONDUITS BELOW HAND HOLE IN POLE TO BE UL LISTED WITH -BRANCH CIRCUIT" THWN CONDUCTORS. (5) HAND HOLE. HAND HOLE WITH UL LISTED BOX CAST IN POLE WITH WATERPROOF SPLICES. (8) GROUND WIRE IN POLE. CONNECT BOTTOM TO 44 BARE GROUND CONDUCTOR. CONNECT TOP TO GROUND LUG IN FIXTURES. (7) TRAFFIC RATED PULL BOX. HIGH STRENGTH COMPOSITE CONSTRUCTION RATED FOR DESIGN LOAD OF 5,000 LBS OVER A 10" SQUARE. COVER LETTERING — -LIGHTING DO NOT PLACE IN PAVED AREA, KEEP IN GRASSED AREAS. QUAZITE COMPOSOUTE PX STYLE. 1-800-346-3067 (8) MUCK. IF SOFT SOILS ARE FOUND ON THE PROPERTY, THIS POLE DESIGN WILL BE MODIFIED TO ACCOMMODATE. NOTIFY ENGINEER IMMEDIATELY. (9) SITE CONDITIONS. IF SITE CONDITIONS ARE DISCOVERED WHICH REQUIRE ANY POLE (S) TO BE MOVED OVER 4 FEET, NOTIFY THE ENGINEER IMMEDIATELY. CONDUIT TO NEXT FIXTURE -\ HANGING BRACKETS FROM —� PURLINS ABOVE LIGHT POLE DETAIL NOT TO SCALE ROOF CONDUIT TO NEXT FIXTURE le INSTALL GROUNDING TYPE RECEPTACLE TO MATCH PLUG ON LIGHT FIXTURE LIGHT FIXTURE MOUNTING DETAIL NU tiUALE PURSUIT BOAT WORKS+A1:123 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS MOUNTING REMARKS A LED HIGH BAY FIXTURE METALUX VHBLED-LDI-9-W-UNC-L840-CDt-U 120V,& 1 70W SURFACE WITH CORD & PLUG AE LED HIGH BAY FIXTURE WITH REMOTE INVERTER BACKUP t METALUX VHBLED-LDI-9-W-UNC-L840-EL20W-REM-CD1-U 120V 0 70W SURFACE WITH CORD & PLUG B LED WALL LINEAR METALUX 4SWLED-28SL-LW-UNV-L840-CD1-U UNV 24.8W SURFACE C LED HIGH BAY FIXTURE METALUX HBLED-LD5-60SE-W-CU-480V-L840-ED4-U 480V 386W SURFACE 1 CE LED HIGH BAY FIXTURE WITH REMOTE INVERTER METALUX HBLED-LDS�OSE-W-CLI 480V-L840-ED4-U-INVERTER 480V 386W SURFACE D LED 2X4 FLAT PANEL METALUX 24FP4740C / DF-24W-U UNV 40.3W SURFACE DE LED 2X4 FLAT PANEL WITH REMOTE INVERTER BACKUP 1 METALUX I24FP4740C- DF-24-U Q 1 UNV 40.3W SURFACE E LED 2X2 TROFFER METALUX 22CZ2-24-UNV-L840-CD1-U UNV 21.9W RECESSED EE LED 2X2 TROFFER WITH REMOTE INVERTER BACKUP 1 METALUX 22CZ2-24-UNV-L840-CD1-U I Q 1 UNV 21.9W RECESSED E2 LED 2X2 TROFFER METALUX 22CZ2-44-UNV-L840 CD1-U UNV 42.7W RECESSED E2E LED 2X2 TROFFER WITH REMOTE INVERTER BACKUP 1 METALUX 22CZ2�4UNV-L840-CD1-UQ I1 UNV 42.7W RECESSED F LED 5-6" IC DOWNLIGHT HALO RL560WH9840 UNV 13.5W RECESSED G DOCK LIGHT NSD DL60-18-HD-FAN 120 18W LED PER PLANS H CANOPY LIGHT MCGRAW EDISON TT-C3-LED-El-RW-XX UNV 45W LED SURFACE K VAPOR TIGHT4'LED MCGRAW EDISON 4VT3-LD5-46-UNV-L840-CD1-U UNV I 31W LED SURFACE KE 1 VAPOR TIGHT 4' LED WITH INTEGRAL BATTERY BACKUP MCGRAW EDISON 4VT3-LD546 UNV-EL10W-CD1-U UNV I A 31W LED SURFACE X EXIT LIGHT ISOUTE RL-EM-G-WW UNV 4W LED PER PLAN ARROWS PER PLAN FIXTURE SCHEDULE NOTES FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT TONY PLONNER @ LIGHTING DYNAMICS (561) 718.8917 PURSUIT BOAT FACILITY - PHASE I & 1 E SITE LIGHTING FIXTURE SCHEDULE TYPE DECRIPTION MFR CATALOG NUMBER VOLTS LAMPS WATTS Dimming MOUNTING REMARKS SA POLE MOUNTED LED FIXTURE MCGRAW-EDISON GLEON-AF-06-LED-El-5WQ-FINISH / MA1036-XX 120-277V LED 333W N/A 25FT POLE NOTES 1, 2 SB POLE MOUNTED LED FIXTURE MCGRAW-EDISON GLEON-AF-06-LED•E1-T3-FINISH / MA1036-XX 120-277V LED 333W WA 25FT POLE NOTES 1, 2 SC FPOLE SD MOUNTED LED FIXTURE POLE MOUNTED LED FIXTURE MCGRAW-EDISON MCGRAW-EDISON GLEON-AF-06-LED-El-T4W-FINISH / MA1036-XX GLEON-AF-06-LED-EI-T4FT-FINISH! MA1036-XX 120-277V 120-277V LED LED 333W 333W N/A N/A 25FT POLE 25FT POLE y NOTES I, 2 I NOTES 1, 2 i SW WALL MOUNTED LED FINTURE MCGRAW-EDISON GWC-AF-02-LED-El-T4FT-FINISH 120-277V LED 113W N/A 25FT AFG WALL MOUNTED NOTES 1, 3 FIXTURE SCHEDULE NOTES NOTE 1: PLEASE ADVICE FINISH. NOTE 2: FIXTURE MOUNTED ON 25FTAFG ROUND TAPERED EMBEDDED (DIRECT BURIAL) ALUMINUM POLE VALMONT# 240840606TEP2-FINISH. NOTE 3: FPOURE WALL MOUNTED AT 25FTAFG. PLEASE VERIFY AND CONFIRM MOUNTING HEIGHTAND FU(TURE LOCATION. FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACTTONY PLANNER @ LIGHTING DYNAMICS -(561) 718-8917; TPLONNER@LIGHTINGDYNAMICS.COM project: FROF05ED MANUFACTURING 13UILPING FOP, PUR5UIT DOAT5 5901 5T. LUCIE 13LVD. FORT PIERCE, FLORIDA Key Plan 155ue5: No.: Date: Description: A. 7/12/18 BID 5ET 5, 7/18/19 PErMIT5ET 1 Architect: DONADIO & Associates, Architects P.A. (AN 17th .%wr t Vcm Buuc hl•L 3xJf4/ 'I J,772.791._NN Fux 772_%2.W4)0 wwrv.Jmmdin-un4iemn Licens [n. AA/XX/l Con�ultart: 4�a 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCI E FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 DrawingTVe: l.,„ LIGHING GSAAELPfte- �HEDULES & MOUNTIN ®c_ -01 Ce/r'7ihlo �MA L ENG \�� Date 5`q ned: Pm Gnawing ?ile: NL Chd: XRE' =iL: UL Fro_'ec No.: Plot FILE: 2018-4'2 5kest No E-20 0 N I rn 0 N 75 Additional 5 OCC Sensors circuits (See plans for locations) OAC—DT-1000—R GDS-1 TLB—W GDS-1 TLB—W GDS-1 TLB—W GDS-1 TLB—W GDS-1 TLB—W LOW —VOLTAGE OCC SENSORS CIRCUITS: GDS—I—KIT To additional wallstations 1. OFF. 10 (See plans for locations) 2. OF. 11 (Offices area) 3. OFF. 12 t t t t it t t t t 4. OPEN OFFICE 09 GDS—BuContrd Station GD�—BuControoll Station GD0ueontrorl Station GDS—Bueontrol'Vation GD;—Butontro'IStation 5. BREAK ROOM 17 C 6. CAFE 16 RRU-1-277 UL924 accessory Sense 277V Normal Power H8-43 To Lighting Loads O O —0 120/j 277V ransf mer Power Dedicated Ircuit�L1-14) LCP1 CKT48-120/277—SSO—SL8—STO—SHVBO—SHVDO Relay Panel with 48 latching relays (120/277V) 0. GDS—I—KIT cos-1 TLB—W — P GD16uttan Whit —Control Station RRU-1-277 UL924 access Sense 277V H7-43 To Lighting Loads 7'ransfo�rr� er ower Circuit lLl-1 ) LCP2 CKT24-120/277—SSO—SLO—STI2—SHVBI—SHVDO Relay Panel with 12 two —pole relays (48OV) GDS—ITLB—W GD�8u{ton Whi�e —Control tation GDS—I—KIT cos-1TLB—W n GDkButton White —Control Station GDS-1 TLB—W Bu{ton Whi e GD —Control to Additional 5 OCC Sensors circuits (See plans for locations) OAC—DT-1000—R To Lighting Loads Transfo er P war Circuit (L6-273 LCP3 CKT24-120/277—SSO—SLO—STI2—SHVBI—SHVDO Relay Panel with 12 two —pole relays (48OV) CONTROL PANEL SCHEDULE'LCP1' (Pursuit Boat Works) -120/277V Panel Relay Area Type Control Type Load Description Dimming LCP1 1 CORR.13 E&EE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP1 2 PANTRY 16 D&DE TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 3 BREAK ROOM 17 E2&E2E TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 4 OPEN OFFICE09 E2&E2E TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 5 OFF. 10 E&EE TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 6 OFF. 11 E&EE TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 7 OFF. 12 E&EE TIMECLOCK/OVERRIDESWITCH/OCCSENSOR LED NONE LCP1 8 STO13A D TIMECLOCK/OVERRIDE SWITCH/OCC SEN SOR LED NONE LCP1 9 ST0136 D TIMECLOCK/OVER RIDE SWITCH/OCC SEN SOR LED NONE LCP1 10 OFF. 10 RECEPTACLED TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 11 OFF. 11 RECEPTACLED TIMECLOCKJOVERRIDE SWITCH RECEPTACLE NONE LCP1 12 OFF. 12 RECEPTACLED TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 13 MEN'S14 B,D,F TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 14 WOMEN'S15 B,D,F TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 15 ELEC.18 A&AE TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 16 ELEC.18 A&AE TIMECLOCK/OVERRIDE SWITCH/OCC SEN SOR LED NONE LCP1 17 ELEC.18 A&AE TIMECLOCK/OVERRIDE SWITCH/OCCSENSOR LED NONE LCP1 18 UPHOLSTERY A&AE TIMECLOCK/OVER RI DE SWITCH/OCCSENSOR LED NONE LCP1 19 UPHOLSTERY A&AE TIMECLOCK/OVER RI DE SWITC H/OCC SEN SO R LED RECEPTACLE NONE_ NONE LCP1 20 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH LCP1 21 OPEN OFFICE PARTITION TIMECLOCKJOVERRIDE SWITCH RECEPTACLE NONE LCP1 22 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 23 OPEN OFFICE PARTITION TI MECLOCK/OV ERR I DE SWITCH RECEPTACLE NONE LCP1 24 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 25 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 26 OPEN OFFICE PARTITION TIMECLOCKJOVERRIDESWITCH RECEPTACLE NONE LCP1 27 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 28 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 29 OPEN OFFICE PARTITION TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 30 BREAKROOM RECEPTACLED TI MECLOCK/OV ERR] DE SWITCH RECEPTACLE NONE LCP1 31 BREAKROOM RECEPTACLED TIMECLOCK/OVERR] DESWITCH RECEPTACLE NONE LCP1 32 BREAKROOM RECEPTACLED TIMECLOCK/OVERRIDE SWITCH RECEPTACLE NONE LCP1 33 SPARE 1 LCP1 34 SPARE LCP1 35 SPARE LCP1 36 SPARE LCP1 37 SPARE LCP1 38 SPARE LCP1 39 SPARE LCP1 40 SPARE LCP1 41 SPARE LCP1 42 SPARE LCP1 43 SPARE LCP1 44 SPARE LCP1 45 SPARE LCP1 1 46 SPARE LCP1 1 47 SPARE LCP1 1 48 SPARE W. To additional wallstations (See plans for locations) (Shop Area) GDS-1 TLB—W GDS-1 TLB—W To additional wallstations (See plans for locations) (Shop Area) GD;Bu on Whi a BLitan White — tontrol Station GD; — Control Station GDS-1 TLB—W GDS-1 TLB—W GDS—I—KIT GD�Buhi e r Whi e —CttontrolonWtation GDS —BuCttontrolon Station To Lighting Loads ransfo er P wer ircuit (Lgf LCP4 CKT24-120/277—SSO—SL8—STO—SHVBO—SHVDO Relay Panel with 12 latching relays (120/277V) CONTROL PANEL SCHEDULE 'LCP2' (Pursuit Boat Works) - 480V Panel Relay Area Type Control Type Load Description Dimming LCP2 1 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 2 LCP2 3 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 4 LCP2 5 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 6 LCP2 7 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 8 LCP2 9 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 10 LCP2 11 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 12 LCP2 13 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 14 LCP2 15 ASSEMBLY AREA C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 16 LCP2 17 MILLSHOP C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 18 LCP2 19 MILLSHOP C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP2 2a LCP2 21 SPARE LCP2 22 LCP2 23 SPARE LCP2 24 CONTROL PANEL SCHEDULE'LCP3' (Pursuit Boat Works) - 48OV Panel Relay Area Type Control Type Load Description Dimming LCP3 1 LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 2 LCP3 3 LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 4 LCP3 S LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 6 LCP3 7 LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 8 LCP3 9 LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 10 LCP3 11 LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 1Z LCP3 13 LAMINATION 05 C TIMECLOCK/OVERRIDE SWITCH LED NONE LCP3 14 LCP3 15 SPARE LCP3 16 LCP3 17 SPARE LCP3 18 LCP3 19 SPARE LCP3 20 LCP3 21 SPARE LCP3 22 LCP3 23 SPARE LCP3 24 GDS—I TLB—W Bu tWhi e GO — ontrolon tation GDS-1 TLB—W GD�Button ite —ControlWhStation GDS—ITLB—W To addition wallstations (See plans for 1 Butti locations) GOS — ControlonWhStaation (Offices area) CONTROL PANEL SCHEDULE'LCP4' (Pursuit Boat Works) -120/277V PanellRelayl Area Type Control Type Load Description Dimming LCP4 1 STOCKROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 2 STOCKROOM A&AE TIM ECLOCK/OVERRI D E SWITCH LED NONE LCP4 3 STOCKROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 4 STOCKROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 5 GLASS ROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 6 GLASS ROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 7 GLASS ROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 8 GLASS ROOM A&AE TIMECLOCK/OVERRIDE SWITCH LED NONE LCP4 9 SPARE LCP4 10 SPARE LCP4 11 SPARE LCP4 12 SPARE NOTES 1 THIS ONE —LINE DRAWING IS FOR CONCEPT ONLY. EVERY WIRE IS NOT SHOWN. WIRE ACCORDING TO THE PRODUCT INSTALLATION/WIRING INSTRUCTIONS. 2 REFER TO PLANS FOR LOCATIONS, SIZE, AND QUANTITY. 3 REFER TO ALL MANUFACTURERS INSTALLATION INSTRUCTIONS FOR CORRECT WIRING INFORMATION CABLES ❑ RS232 RS-232 CABLE (6 FEET), PROVIDED WITH PRODUCT O CAN USE EATON LIGHTING SYSTEMS LCCNP NON —PLENUM CABLE OR LCCP PLENUM CABLE. Q LV3 LOW VOLTAGE INPUT WIRE — #18 AWG, 3 CONDUCTOR WIRE O RS485 RS-485 NETWORK CABLE, COOPER GG9841(NON PLENUM), COOPER GG89841(PLENUM) OR EQUIVALENT Al Project: FROF05ED MANUFACTURING DUILDING FOR FUR5U1T DOAT5 5901 5T. LUCIE F>LVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 7112/19 BID 5ET B. 7/18/19 PEPMIT 5ET 1 Architect: DONADIO & Associates, Architects P.A. 609 1711,S'V>L Vcrv, licx h, IM-19(MI 7 J.772.71.4.2929 1+u,772.562.PRX) wNW.lIl01LL4}N,-6M1IL11II11 Lxmlee Sn..AAIMMIMS Consultart: a' CRRoinRL 676 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Tr e: LIGHING CO sr Job Nxt:.l HEDULE5 .A_`` 0,,74-qAi_ \N'- LAM F'�i� Drn: D-awing File: Fes, �4�,�� NIL•' Z 4 l,p :, / J Nv Chd: XRE= =ils: TN ! DL — * ' Pro`ec; No.: Plot 91e: �o, STATE OF 414 201842 Sk5otNa: �Grs`S/OVAL Ce Date 5'gned: ':ejh[ .'.Ior]i e .!A--,. .F AIK4,t, tea.„. PANELBOARD SCHEDULE M' Project: PANELBOARD SCHEDITLE'HI' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ❑120/208 30,4W 0120/24U 30,4W ■277/480 30,4W BUS AMPS ❑100A E400A ❑200A ❑600A 0225A ❑--- A MAIN DEVICE .MAIN LUGS ONLY ❑___A CIRCUIT BREAKER ❑__A FUSED SWITCH ENCLOSURE ❑ FLU SH ■SURFACE ENEMA 1 []HINGED DOOR []KEYED LATCH ❑DOOR -IN -DOOR El STAINLESS STEEL ■PAINTED STEEL ■NAMEPLATE BRANCH POLES ❑12 ❑36 018 042 024 E60 BRANCH DEVICES EGRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS loww CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,000A 030,000A 065,000A 014,000A ❑42,OD0A ❑100,000A 022,000A ❑50,000A ❑_.-,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES Q Q2 O NEUTRAL BUS 050% 0200% ■100% ❑. BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED P.NNELBU.IRD SCHEDI TLF ET PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4111 0120/240 30,4W E277/480 30,4W BUS AMPS ❑100A 0400A 0200A 0600A 0225A E1200A MAIN DEVICE EMAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑__A FUSED SNATCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ENAMEPLATE BRANCH POLES 012 036 018 042 ❑24 E60 BRANCH DEVICES ECIRCUIT BREAKERS OPUSES 0-TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑IO,000A E30,000A ❑65,000A 014,DOOA 042,000A 0100,000A 022,000A 050,000A ❑__OOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES Q O OS NEUTRAL BUS 050% 0200% E100% ❑ BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED P:INELBU IRD SCHEDITLE'H7 + rr TAliES CONNECTED VOLTAMPS CONNECTED VOLTAMPS YM'ES BUS AO B0 Co LOAD DESCRIPTION q AMPS A B C AMPS PO LOAD DESCRIPTION AWG A0 BO CO i1685 11492 1128431 TOTAL CONNECTED VA 115815 15422 14843 I I I (TOTAL DEMAND VA 13U 93U I WaU IZUUI rnrAl rrwt,IrrTcn auec FK �iF 54 r_T_ TOT AL DEMAND AMPS SUB -TOTAL VA PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4W 0120/240 301 E277/480 30,4W BUS AMPS ❑IOOA 0400A 0200A ❑600A ■225A ❑_A MAIN DEVICE EMAIN LUGS ONLY ❑__A CIRCUIT BREAKER ❑_-A FUSED SWITCH ENCLOSURE ❑ FLU SH ESURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LAICH ❑DOOR-IN--IIOOR ❑STAINLESS ;REEL ■PAINTED S (EEL ENAMEPLAIL BRANCH POLES 012 ❑36 018 042 024 060 BRANCH DEVICES ECIRCUIT BREAKERS ❑FUSES 0-TO BE GFCI BREAKERS ❑LOAD (ENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑10,000A ❑30,000A E65,000A 014,000A 042,000A 0100,000A 022,000A ❑50,ODOA ❑_.,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES tO O 03 NEUTRAL BUS 050% ❑200% ■1009. ❑� BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REWIRED PANELBOARD SCHEDTTLE M' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4W 0120/240 30,4W E277/480 30,4W BUS AMPS 0100A ■400A ❑200A ❑600A 0225A ❑__A MAIN DEVICE EMAIN LUGS ONLY ❑___A CIRCUIT BREAKER ❑-_A FUSED SNITCH ENCLOSURE ❑FLUSH ESURFAC= ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAWLESS STEEL EPAINTED STEEL ■NAMEPLATE BRANCH POLES ❑12 036 018 042 024 E60 BRANCH DEVICES ECRCUIT BREAKERS ❑FUSES ❑____TO BE GFCI BREAKERS ❑LOAD CENTER PERMTTED INTERRUPTING RATING (AIC SYM) 010,000A ❑30,OUOA E65,000A 014,000A 042,000A ❑IO0,000A ❑22,000A ❑50,000A ❑IOOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES Q3 NEUTRAL BUS 050% 0200% 10100% ❑e BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDITEES PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/205 30,4W 0120/240 30,4W E277/480 30,4W BUS AMPS 0100A 0400A 0200A E600A 0225A ❑_A MAIN DEVICE EMAIN LUGS ONLY ❑___A CIRCUIT BREAKER ❑__A FUSED SWITCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAIWESS STEEL ■PAINTED STEEL ENAMEPLATE BRANCH POLES 012 036 ❑18 042 024 E60 BRANCH DEVICES ECIRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,000A 030,000A E65,000A 014,000A 042,000A 01000OOA 022,000A ❑50,000A ❑_OOOA ❑SERIES RATING PERMITTED []SERVICE ENTRANCE RATED NOTES Q1 (D Q3 10 NEUTRAL BUS ❑`C17C 0200% E100% ❑_ro I BUS MATERIAL ECOPPER ❑ALUMINUM ■GROUND BUS REQUIRED r❑__PANELS IN PARALLEL 10THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE EK CONNECTED VOLTAO I go BPS I ) I I YIBB ABC vl I I - _.- IyAWG CONNECTEO WLTAM� LOAD DESCRIPTION I POLES AMPS r r AMPS LOAD DESCRIPTION AWG AO 80 CO SUB- TOTAI. V.A TOTAL CONNECTED AMP1, 86 1 87 1 73 r -I 1 I TOTAL DEMAND AMPS :Rub-vJlrL VA T PANELBOARD RATINGS _-__-----�--�-.T PANELBOARD FEATURES VOLTAGE 0120/208 30,411111 ❑120/240 30,4W ■277/480 30,4W BUS AMPS ❑100A 0400A 0200A 0600A ■225A ❑__A MAIN DEVICE EMAIN LUGS ONLY ❑__A CIRCUIT BREAKER ❑_._A FUSED SWITCH ENCLOSURE ❑FLUSH ESURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ■NAMEPLATE BRANCH POLES 012 ❑36 ❑18 042 024 060 BRANCH DEVICES ECIRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑10,000A ■30,000A 065,000A ❑14,000A ❑42,000A ❑100,000A 022,000A 050,000A ❑_,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES 01 Q OO NEUTRAL BUS 050% 0200% )(M ❑_ BUS MATERIAL ■COPPER ❑ALUMINUM EGNOUND BUS REQUIRED ❑------- PANELS IN PARALLEL ❑ T)IROUGH FEED LUGS REWIRED PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ❑120/208 30,4W E 1120/240 30,4W 0277/480 30,4W BUS AMPS ❑IOOA ❑400A ❑200A E600A 0225A ❑_A MAIN DEVICE EMAIN LUGS ONLY ❑_ A CIRCUIT BREAKER ❑_A FUSED SWITCH ENCLOSURE ❑FLUSH ESURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH []DOOR -IN -DOOR ❑STAINLESS STEEL EPAINTED STEEL ■NAMEPLATE BRANCH POLES 012 036 ❑18 042 024 EGO BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑tO,00GA ■30,000A 065,000A 014,000A 042,000A 0100,000A ❑22,000A 050,000A ❑000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES Q1 Q4 Q3 O NEUTRAL BUS ❑50% 0200R ■100% ❑ BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑____PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED AO 1 80 1 CO PANELBOARD SCHEDITLE'Hf LOAD DESCRIPTION AMPS X BUS A 8 C * PARES CONNECTED AMPS P06S LOAD DESCRIPTION AWG AO I SO 1310851310851310851 TOTAL CONNECTED VA ale-TOTeI VA TnTAI rONNFCTFD AMPS CO TOTAL DEMAND AMPS Sub-io�AL yr PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4W ❑120/240 30,41111 0277/480 30,4W BUS AMPS 0100A ■400A 0200A 0600A 0225A ❑____A MAIN DEVICE EMAIN LUGS ONLY ❑_JI CIRCUIT BREAKER ❑___A FUSED SWITCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL EPAINTED STEEL ENAMEPLATE BRANCH POLES 012 036 Ole ❑42 024 E60 I BRANCH DEVICES JECIRCUIT BREAKERS ❑FUSES ❑-TO BE GFCI BREAKERS 10 LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,000A 030,000A E65,000A 014,000A ❑42,000A 0100,000A ❑22,000A 050,000A ❑_.,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES (Dt O Q O NEUTRAL BU5 050% 0200% E100% ❑ BUS MATERIAL ECOPPER ❑ALUMINUM EGROL BUS REQUIRED ❑___-PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED P:NNELBOARD SCHEDI.JI. TIAC CONNECTED VOLTA1 CO CN®S LOAD DESCRIPTION TARES AMPS( eB CI�IAMPS IPIXESI LOAD ASCRIPTION IOU CONNECTED OVOLTAMP 2305 CU-9 I 12 1 3 1 15 15 3 CU-2 12 2305 2305 $It I 2305 7305 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2-05 r-t-r-ter. �- r - T-- LU -�--------------- 13 ICU-6 - -}--'---- - - - - - - - - - - - - I dl-9 I lU ---'---------- - - - - -- 45028145028145028 {!\ TOTAL CONNECTED VA 83772 83772 83i72�1 TOTAL CONNECTED AMP; 302 302 302/1\ PANELBOARD RATINGS VOLTAGE BUS AMPS MAIN OEVICE ENCLOSURE ❑120/208 30,4W ❑100A E400A EMAIN LUGS ONLY []FLUSH ❑120/240 30,4W ❑200A ❑600A ❑_-A CIRCUIT BREAKER ❑SURFACE E277/480 30,4W 0225A ❑--- A ❑_-A FUSED SWITCH ❑NEMA _ INTERRUPTING RATING (AIC SYM) ❑SERVICE ENTRANCE RATED ❑HINGED DOOR NEUTRAL BUS BUS MATERIAL ❑10,000A 030,000A ■65,000A ❑KEYED LATCH ❑14,000A 042,000A 0100,000A 050% ❑200% ECOPPER ❑DOOR -IN -DOOR 022,000A ❑50,000A ❑_,000A ■100% ❑_ems ❑ALUMINUM ❑STAINLESS STEEL ❑SERIES RATING PERMITTED EGROUND BUS REQUIRED ❑PAINTED STEEL []------PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED ■NAMEPLATE TOTAL DEMAND VA 1.16/4413n/4413[ TOTAL DEMAND AMPS 1Q VA PANELBOARD FEATURES BRANCH POLES BRANCH DEVICES ❑12 036 ECIRCUIT BREAKERS 018 042 ❑,TO BE GFCI BRE1 024 ■60 ❑ LOAD CENTER PERMITTED NOTES O n FROF05ED MANUI✓ACTUIRING [3UILDING FOR FURSU1T DOAT5 5901 5T. LUCIE DLVD. FORT FIEKCE, FLORIDA Key Flan I551UG6: No.: Date: Description: A. 7/12/19 BID 5ET 5. 7/18/19 f EFMIT 5ET 1 Architect: & Associates, Architects P.A. 6(W 1701 %Ws L Vun, S, ch, IC',c ) '1 1.771 794-N24 +un.772.5fi2.NfilM1 www.dwuJin-uwh.um Liecnm No. AAAXX)=Ii Consultant Da CARDInAL 575 NW MERCANTILE PLACE SUITE 206 PORT ST, LUCI E FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 b • \\` M 7/7 Drn: Drawing File: F'.Q�i n- FUSE5 [I4 J 50; � 7 / = * � � � - = Cho: DL Fro'ect No.: XKEF F1L=: P.ot FLso ,KERB STATEOF �` 201542 FLOR101" C+`®4z* S`SUONAe- 5hee-No: Ce'r?; 1[liii E-22 Date SLaneo: C."' 1q't Ctiil3, JV,M,.' P,o[.;ci:=tt0, P.^ai4w.e, F.P., All" -IV VG0!W/.l PANELBOARD SCHEDULE'LZ' PANELBOARD SCHEDULE113' Project: PANELBOARD SCHEDITLE'Ll' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ■120/208 30,4W 0120/240 30,4W 0277/480 30,4W BUS AMPS 0100A 0400A E200A 0600A ❑225A ❑_A MAIN DEVICE EMAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑_A FUSED SWITCH ENCLOSURE ❑FLUSH WSURFACE ENEMA 1 WHINGED DOOR E]KEYED LATCH E]DOOR-IN-DOOR [I STAINLESS STEEL ■PAINTED STEEL ■NAMEPLATE BRANCH POLES ❑12 036 018 042 024 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES E17.21 TO BE GFC BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,OOOA 030,000A ❑65,OOOA ❑14,O0OA 042,OOOA 0100,OOOA E22,000A ❑50,000A ❑__OOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES O LOCKABLE BREAKER NEUTRAL BUS 050% X EIDOX ❑❑200❑ALUMINUM BUS MATERIAL ECOPPER Es GROUND BUS REQUIRED ❑ PANELS IN PARALLEL 10 THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE'IA' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4W 0120/240 30,4W 0277/480 30,4W BUS AMPS ❑100A ❑400A 0200A 0600A ❑225A ❑eA MAIN DEVICE EMAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑_A FUSED SWITCH ENCLOSURE E]FLUSH ESURFACE ENEMA 1 WHINGED DOOR E]KEYED LATCH ❑DOOR -IN -DOUR El STAINLESS STEEL WPAINTED STEEL ENAMEPLATE BRANCH POLES 012 036 018 E42 024 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES 0-TO BE GFCI BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,OOOA ❑30,D0OA 065,OOOA ❑14,000A ❑42,OOOA 0100,OOOA ■22,O0OA 050,OOOA ❑__OOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES QQ LOCKABLE BREAKER NEUTRAL BUS 050% 0200% ■100% ❑ BUS MATERIAL ■COPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL 10 THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE'LT CONNEC O I ®� OLTACMPS LOAD DESCRIPTION o IAl POLES AMPSTABB C' IAMPSIPQES! LOAD DESCRIPTION IAWG C0NNECTE00VOLT�MPS .a_ o- f- ..A TnTAI CONNFCTFn AMPS TOTAL DEMAND VA 114292 1121dtq 112 TOTAL DEMAND AMPS SUB -TOTAL VA PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4W ❑120/240 30,4W ❑277/480 30,4W BUS AMPS 0100A ❑400A 0200A ❑600A E225A ❑._A MAIN DEVICE EMAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑_A FUSED SWITCH ENCLOSURE EFLUSH ❑SURFACE WNEMA 1 WHINGED DOOR []KEYED LATCH []DOOR -IN -DOOR I❑STAINLESS STEM. ■PAINTED STEEL I ■ NAMEPLATE BRANCH POLES 012 ❑36 ❑18 E42 024 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS []FUSES 0--TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑t0,000A 030,OOOA ❑BS,OOOA 014,OOOA 042,000A 0100,000A E22,000A 050,000A ❑_,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES 01 (3 NEUTRAL BUS ❑50% 02001 E100% ❑_-% I BUS MATERIAL ■COPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE E120/208 30,4W 0120/240 30,4W 0277/480 30,4W BUS AMPS 0100A 0400A ■200A 0600A 0225A ❑_-A MAIN DEVICE EMAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑_A FUSED SITCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 ■HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ■NAMEPLATE BRANCH POLES 012 036 ❑18 ■42 ❑24 ❑e BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,OOOA 030,000A 065,000A ❑14,OOOA ❑42,OOOA 0100,OOOA ■22,OOOA ❑50,000A ❑_-OQOA ❑SERIES RATING PERMITTED []SERVICE ENTRANCE RATED NOTES O 40 O NEUTRAL BUS ❑`-07 ❑200% E700% ❑_� BUS MATERIAL ECOPPER ❑ALUMINUM [EGROUND BUS REWIRED ❑ PANELS IN PARALLEL ID THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDITLE 'LT PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE 0120/208 30,4W ❑120/240 30,4W 0277/480 30,4W BUS AMPS 0100A ❑400A E200A ❑600A 0225A ❑__A MAIN DEVICE EMAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑--J1 FUSED SWATCH ENCLOSURE EFLUSH ❑SURFACE ENEMA 1 WHINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ENAMEPLATE 13RANCH POLES 012 036 ❑18 042 024 ❑- BRANCH DEVICES ECIRCUIT BREAKERS ❑FUSES 0-TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ■10,OOOA 030,OOOA 065,OOOA ❑14,OOOA 042,OOOA ❑100,OOOA 022,OOOA 050,000A ❑__OOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES O Q3 OS NEUTRAL BUS 050% ❑200X 0100% ❑ BUS MATERIAL ECOPPER []ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REOUIRED PANELBOARD SCHEDTAT 19' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE E120/208 30,4W 0120/240 30,401 0277/480 30,4W BUS AMPS ❑100A 0400A ■200A 0600A 0225A ❑__-_, MAIN DEVICE EMAIN LUGS ONLY ❑___A CIRCUIT BREAKER ❑_J+, FUSED SWITCH ENCLOSURE EFLUSH ❑SURFACE ENEMA 1 EHINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STANESS STEEL ■PAINTED STEEL ENAMEPLATE BRANCH POLES 012 036 ❑18 042 024 ❑_ BRANCH DEVICES ECIRCUIT BREAKERS ❑FUSES ❑__TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED _ INTERRUPTING RATING (AIC SYM) E1O,OOOA ❑30,000A 085,OOOA 014,OOOA 042,DOOA 0100,0KIA 022,OOOA ❑50,000A 0_,000A ❑FRIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES Q1 Q3 O NEUTRAL BUS 050% 0200X 0100% ❑_X I BUS MATERIAL ECCPPER ❑ALUMINUM EGROUNO BUS REQUIRED ❑_ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED PANELBOARD RATINGS _ PANELBOARD FEATURES VOLTAGE 0120/208 30,4W 0120/240 30,4W 0277/480 30,4W BUS AMPS 0100A 0400A ■200A 0600A 0225A ❑--- A MAIN DEVICE ❑MAIN LUGS ONLY E150A CIRCUIT BREAKER ❑_A FUSED SWITCH ENCLOSURE ❑FLUSH 0SURFACE ENEMA 1 ■HINGED DOOR ❑KEYED LATCH []DOOR -IN -DOOR [I STAINLESS STEEL EPANTEO STEEL ENAMEPLATE BRANCH POLES 012 036 018 E42 024 ❑- BRANCH DEVICES ®CIRCUIT BREAKERS ❑FUSES _TO BE GFCI BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) E10,000A 030,O0OA 065,OOOA 014,OOOA 042,OOOA ❑100,000A 022,OOOA 050,OOOA ❑__OOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES 1Q 05 NEUTRAL BUS 050% ❑200% E100% ❑__ I BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED E] PANELBOARD SCHEDT TLEU)" cctPLfimps� i i i «- • r �SIMMOMMM21 LOAD DESCRIPTION =Mm m EMMI ��■ _' • • mom© nmm :ii m:♦ ,., �� , r/ mom© �m0 1 r :51 m-- •• • ' �� ., memo r�mo :�. �� fE• . h. iE• ., mmmo m"m ,.. EMEREEE © [C7■�■■E■Ei•iE•�■■� iif EEii i•�Em , Evmmm mom E�i•Ei• �•• �� F� mE�E� ► mmmm REM© �i I ai M i•• ■•■•I■ �Emi♦ r .: iOmEaFM RESI■■W ME ■■i♦ . i f ii i♦Ei♦ •M E7�7E�i-3.7E� ['�E'�0 h r r• q :•. m •q• �i♦ ' 1 r=• i 1 oEEEiE1• .. .; EEimmBf7 OmE� iDOEEiii1• � EEii�i• m©m�7 C!7iisiE■■ ■■EEE1ivi• EE•Ei•E� E,m�m mom r��EE•o �� • • •E•�■EEEIEE�EEEI , r r .iii Tigi PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE E120/20B 30,4W ❑120/240 30,4W ❑277/480 30,4W BUS AMPS ❑IOOA 0400A 0200A ❑600A 0225A ❑_A MAIN DEVICE EMAIN LUGS ONLY ❑____A CIRCUIT BREAKER ❑_A FUSED SWATCH ENCLOSURE []FLUSH ESURFACE ENEMA 1 ■HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL EPANTED STEEL ■NAMEPLATE BRANCH POLES ❑12 ❑36 018 E42 024 ❑-- BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES 0--TO DE GFCI BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,OOOA ❑30,OOOA 065,OOOA 014,000A 042,OOOA ❑100,OOOA E22,000A ❑50,ODOA ❑__OOGA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES O Q NEUTRAL BUS 050% ❑200X ElOor. ❑_9 BUS MATERIAL ■COPPER []ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑ THROUGH FEED LUGS REOUIRED PANELBOARD SCHEDULE'L9' A0 I B0 1 00 1 LOAD DESCRIPTION IAWyGI"AMPSItJA B CI34IAMPSIPM1 LOAD DESCRIPTION IAwc 1 Am I B0 1 00 6029 5440 6600 TOTAL CONNECTED VA 16304 14793 14110 T ��-Tv'.,:: C: TOTAL CONNECTED AMP.; 136 123 118 , TOTAL DEMAND VA 1102/51 935.51 8 TOTAL DEMAND AMPS SUB -TOTAL VA PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE E120/208 30,4W ❑120/240 30,4W ❑277/480 30,4W BUS AMPS ❑tOOA ❑400A 0200A ❑600A 0225A ❑_A MAIN DEVICE EMAIN LUGS ONLY ❑__A CIRCUIT BREAKER ❑___A FUSED SWATCH ENCLOSURE [I FLUSH ■SURFACE ENEMA 1 [I HINGED DOOR []KEYED LATCH ❑DOOR -IN -DOOR [I STAINLESS STEEL EPAINTED STEEL ■NAMEPLATE BRANCH POLES ❑12 ❑36 018 E42 024 ❑_ BRANCH DEVICES ECIRCUIT BREAKERS [_1 FUSES []-TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑10,OOOA ❑30.00OA 065,OOOA 014,OOOA ❑42,O0OA 0100,OOOA E22,OOOA 050,000A 0_.000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES O d NEUTRAL BUS 050% ❑2009 ■100% ❑ BUS MATERIAL ECOPPER []ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL ❑THROUGH FEED LUGS REQUIRED 1 KOF05ED MANUFACTURING DUILDING FOR FURSIUIT D0AT5 5901 5T. LUCIE DLVD, FORT FIERCE, FLORIDA Key Plan Is5ue5: No.: Date: Description: A. 7/12/19 BID 5ET 5. 7/18/19 f EI?MIT 5ET 1 Architect: D® N A D 1 0 & Associates, Architects P.A. N)l 1711 Sl L Vcr.. Bc.h, FL 3$ ) '111 772.7u;.2429 I+un.772.5M12. F/1q) W \V\V JIP1llJlli-JRIII'i#il License N,, AA(1ID 18 cmn ultart: I t� CARDln1:1L 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing TKe't FANEL50 ULES .Job No^tom �3 111111//i,, Chd: XRE= Pile: CL f, STATE OF ' tV v Fro'ec; No.: plot Al : 1i0T'• c ER%D•�` 2 15-42 77! `r70AlA► 6 eet lJo.: Date. 6'q ned: `-' - 2 3 PANELBO)ARD SCHMULF'L10' )NNECTED VCkTAMPS yIN� BUS �` 1A� CONNECTED VOLTAMPS LOAD DESCRIPTION AMPS 6 AMPS POLES LOAD DESCRIPTION AWG Ap AO Bp co AWG ABC ----------T Bp �Cp_ SUB -TOTAL VA TOTAL CONNECTED AMP 28 L 33. L26 ) I I I TOTAL DEMAND AMPS �b-wOA L IAL _1 PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE BUS AMPS MAIN DEVICE ENCLOSURE BRANCH POLES BRANCH DEVICES ■120/208 30,4W ❑IOOA ❑400A ■MAIN LUGS ONLY ❑FLUSH ❑12 ❑38 ■CIRCUIT BREAKERS ❑FUSES ❑120/240 30,4W ■200A ❑600A ❑_A CIRCUIT BREAKER ■SURFACE ❑18 ■42 []--TO BE GFCI BREAKERS 0277/480 34,4W ❑225A ❑_A ❑_-J\ FUSED SWITCH ENEMA 1 ❑24 ❑- ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑SERVICE ENTRANCE RATED ❑HINGED DOOR NOTES ❑10,000A ❑30,000A 065,000A NEUTRAL BUS BUS MATERIAL []KEYED LATCH 014.000A 042,000A ❑100,000A ❑50% ❑ROOT ECOPPER ❑DOOR -IN -DOOR Q ■22,000A 050,000A ❑_OOOA E100% ❑ ❑ALUMINUM El STAINLESS STIn ❑SERIES RATING PERMITTED EGROUND BUS REQUIRED ■PAINTED STEEL ❑ _PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED ■NAMEPLATE PRIMARY OVERCURRENT SECONDARY OVERCURRENT PHASE A PHASE C AMIN AOWINO BV$ ETC WER I I I I TN GROUNDED,�� CIRCUIT CONDUCTOR �WhFNEC MrAW 230-79 I / 1 I �+---H1CONDUCTT GROUNDING TYPICAL GROUND BUS -J �i--� CONDUCTOR, SIZED IN SUPPLIED WITH TYPICAL EQUIP. BONDING ACCORDANCE W/ SECTION EQUIPMENT JUMPER RE: SECT 250-95 BASED ON THE 250-79. SECONDARY OVERCURRENT EQUIPMENT GROUNDING PROTECTIVE DEVICE CONDUCTOR, SIZED IN OUNDING ELCCTRODE ACCORDANCE W/ SECTION CONDUCTOR SIZED IN 250-95 BASED ON THE ACCORDANCE W/ SECT. 250-94 SECONDARY OVERCURRENT BASED UPON THE SECONDARY PROTECTIVE DEVICE. IF SUITABLE CONDUCTORS. GROUNDING ELECTRODE IS NOT AVAIL- ABLE NEAR TRANSFORMER `GROUNDING ELECTRODE NEARBY, SIZE THIS GROUNDING CONDUCTOR PER 250-94 BASED UPON THE PREFERABLY THE STRUCTURAL SECONDARY CONDUCTORS. METAL. RE: NEC 250-26(c) TRANSFORMER GROUNDING - 2"-4#1 /0+6G Ir 2 YI"-4#4/O+4G I r 2"-4#1/0+6G 2"-4#1/0+6G L10 L7 L6 150A 225A 150A L4 LDp2 150A TVSS TVSS 800A TWO 4"-4#600MCM+1/OG (EA) STUB OUT FUTURE FPUA PRIMARY CONDUITS - 3"-3/500MCM+3G r-2"-4#3/0+6G SWITCHBOARD SCHEDITLF'I-IDPJ' CONNECTED VOLTAMPS LOAD DESCRIPTION yS AWG AMPS °N' �- BUS A B C AMPS P LOAD DESCRIPTION LURES AWG CONNECTED VOLTAMPS AO Bp CO AO Bp CO 72743 PANELBOARD HI' 600 3 400 A g 10 4 1 to 24 28 30 2 34 +0 4 OARD 'H2' fi00 75445 75445 I 62782 20331� 6000 1 72743 MCM MCM 75445 72743 2x 163451 wSCOMI y - - 34006 PANELBOARD 'HJ' 2x McoM y 3 600 500 3 TRANSFORMER T1 132656 132938 9 64105 83772 PANEL 'HAC 600 3 400 225 3 PANELBOARD 'H8' 4 0 23847 83772 MCM 24144 83772 30 3 INVERTER- - - - - - - - - - - 10 6000 PROVISION 3 400 6000 -261 o SYACt - - - - - - - - - - - - - - -- - SPACE 3 27 30 3 TVSS 10 0 = T_ 0 _.uf J' 290521 289171 1 289451 1TOTAL CONNECTED VA 459264 45ON5 454009 1 TOTAL DEMAND VA 168743 169694 164558 SUB -TOTAL VA TOTAL CONNECTED AMPS I TOTAL DEMAND AMPS VA PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ❑120/208 30,4W 0120/240 30,4W M277/480 30,4W BUS AMPS 0100A ❑40OA ❑200A ❑600A 0225A 02000A MAIN DEVICE ❑MAIN LUGS ONLY E2000A CIRCUIT BREAKER © © ❑__A FUSED SWITCH ENCLOSURE ❑ FLU SH ■SURFACE ENEMA 1 ❑HINGED DOOR []KEYED LATCH ❑DOOR -IN -DOOR ❑STANESS STEEL STEEL ■NAMEPLATE BRANCH POLES 012 ❑36 ❑18 ■42 17124 ❑_ BRANCH DEVICES ECIRCJUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑10,000A ❑30,000A ■65,000A ❑14,000A ❑42,000A ❑100,000A ❑22,000A II ❑_,000A ❑SERIES RATING PERMITTED ■SERVICE ENTRANCE RATED NOTES Q1 DIGITAL TRIP LS1G Q DIGITAL TRIP LSI Q3 SHUNT TRIP FROM REMOTE BREAK CLASS SWITCH NEUTRAL BUS 050% ❑200% ■100% E] BUS MATERIAL ECOPPER ❑ALUMINUM EGROUND BUS REQUIRED INPAINTED ❑ _-PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDITLE'LDP-1' AWG CONNECTED VOLTAMPS ' WRES CONNECTED VOLTAMPS Ab Bb Cb LOAD DESCRIPTION WIRES AMPS x B x AMPS LOAD DESCRIPTION AWG Ab Bb Cb L34804L34/16132855; TOTAL CONNECTED VA SUB -TOTAL VA TOTAL CONNECTED AMPS 1 30 3 INVERTER 10 2667 r]2667 118-:L' L__-------- -- --- -- - ---- 2667, TOTAL DEMAND VA TOTAL DEMAND AMPS SUB -TOTAL VA PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ■120/208 39,4W 0120/240 30,4W 0277/480 30,4W BUS AMPS ❑IOOA ❑400A 0200A ❑600A 0225A E1200A MAIN DEVICE []MAIN LUGS ONLY E1000A CIRCUIT BREAKER ❑__A FUSED SWITCH ENCLOSURE []FLUSH ■SURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINESS STEEL ■PAINTED STEEL INNAMEPLATE BRANCH POLES 012 ❑36 ❑18 ❑42 E24 ❑_ BRANCH DEVICES ECRCUT BREAKERS [I FUSES ❑_TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,000A 030,000A ❑65,000A 014,000A ■42,000A 0100,000A 022,000A 050,000A ❑_ 000A ❑SERIES RATING PERMITTED ■SERVICE ENTRANCE RATED NOTES (1 Q Q3 (3 NEUTRAL BUS 050% ❑200R 0100% ❑ BUS MATERIAL ■COPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ __PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED SETS 3"-4#350MCM+1G F3 SETS 4'-4#600MCM+3/OG H7 H6 HS H4 HDP2 200A 400A 600A 1200A TVSS TVSS TVSS TVSS T2 22511 2000A 3/0 STUB OUT 2" EC FOR FEEDER TO RESIN BUILDING S1 E S1 3/0 SOUTH FPUA PAD HAC MOUNTED TRANSFORMER 400A METER O TISS ' I L-1 1/2' 5 SETS 4"-4#600MCM (EA) T3 45kVA L3 150A H3 600A TVSS 4"-4#600MCM+3G RISER DIAGRAM SOURCE: 480Y/277V, 3¢, 4W S-NITYCHBOARD SCHEDIILE'HDPY CNN OECTED VOLTAMPS LOAD DESCRIPTION yg AWG AMPS BU S ABC a AMPS LOAD DESCRIPTION LURES AWG CONNECTED VOLTAMPS AO Bp CO AO 80 co 227140 5928J I J9912 1 PANELBOARD 4' 3x Morn 600 PO 3 1200 i 2 600 3 PANELBOARD 'H5' 3x McSOM y 106503 227AO - - 727t40 - - - - - - - - -_ _ _ _ _ _ PANELBOARD 'H6' - 3 - - - 3 5 7 4 106503 1�503 200 3 PANEU30ARD W 3 0 15615 592133 9 10 15422 59283 n tKAnShtNaE12m oou 13 35u1131 14843 200 3 PROVISION FOR RESIN BLDG 38343 MCM JA tfi _ 38593 1 17 PROVISION 3 400 19 20 3 SPACE 4 SPACE 3 27 28 3 ------ 1 3 3 7 38 30 3 TVSS 10 0 40 0 Ii 14 0 _ 1326335132476613250161 TOTAL CONNECTED VA 1448+531 446691 446362 TOTAL DEMAND VA 122118 121925 121346 1 B-TOTAL VATOTAL CONNECTED AMPS 1619 1613_ 1611 1 TOTAL DEMAND AMPS SUB -TOTAL VA _ _ PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ❑120/208 30,4W ❑120/240 30,4W ■277/480 3O,4W BUS AMPS ❑100A ❑400A ❑200A ❑600A 0225A E2000A MAIN DEVICE ❑MAIN LUGS ONLY 02000A CIRCUIT BREAKER (D Q) ❑_A FUSED SWATCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 [--]HINGED DOOR El KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ■ NAMEPLATE BRANCH POLES 012 ❑36 018 042 024 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES ❑-TO BE GFCI 1REAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑10,000A ❑30,000A ■65,000A ❑I4,000A ❑42,000A ❑100,000A ❑2Z000A ❑50,000A ❑-OOOA ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES 1Q DIGITAL TRIP LS1G @ DIGITAL TRIP LS1 3Q SHUNT TRIP FROM REMOTE BREAK GLASS SWITCH NEUTRAL BUS ❑50% ❑ROOT E100% ❑ BUS MATERIAL ■COPPER ❑ALUMINUM ■GROUND BUS REQUIRED ❑ ANELS IN PARAUFL ❑ THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE MP-2' CONNECTED VOLTANPS LOAD DESCRIPTION WAS AWG AMPS �' BUS A B C 6 AMPS LOAD DESCRIPTION W 5 AWG CONNECTED VOLTAMPS q0 Bb CO Ap Bb Cp 6580 11 PANELBOARD L4' 1 0 3 150 1 225 3 PAI,ELBOP.RD 7 4 0 20192 6140 4 _ _ t 97_30 18950 7360 5 6 9740 PANELBOARD 16' 1 0 3 150 7 150 3 PANELBOARD 110' 1 0 3400 I 3090 - 1 90131 9 10 1 1 3960 9193 1 jJ -- -- 3 t 0 2204 y„ 1 17 19 2 30 3 TVSS 10 0 1 2 0 38343 395631 13 23892 ��y-i�I 23190 16320 151UJI 103DJ1TOTAL CONNECTED VA I39612 TOTAL CONNECTED AMPSI-333 1 TOTAL DEMAND VA TOTAL DEMAND AMPS SUB -TOTAL VA 320 322 nL PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE M120/208 30,4W 0120/240 30,4W ❑277/480 3b,4W BUS AMPS ❑100A 0400A ❑200A 0600A 0225A ESOOA MAIN DEVICE ❑MAIN LUGS ONLY 0800A CIRCUIT BREAKER ❑_A, FUSED SWITCH ENCLOSURE BRANCH ❑FLUSH ■SURFACE ENEMA 1 ❑HINGED DOOR ❑KEYED LATCH l� ❑DOOR -IN -DOOR ❑ STAINLESS STEEL ■PAINTED STEEL E NAMEPLATE POLES 012 036 ❑18 ❑42 024 ❑_ BRANCH DEVICES ECRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑10,000A ❑30,000A ❑65,000A 014,000A ■42,000A ❑t00,000A [122,000A [350,000A ❑ _,000A ❑SERIES RATING PERMITTED ■SERVICE ENTRANCE RATED NOTES 2Q Q 4Q @ NEUTRAL BUS 050% ❑200% E100% ❑ BUSMATERIAL ■COPPER []ALUMINUM ■(;ROUND BUS REQUIRED ❑,PANELS IN PARAUFI_ ❑ THROUGH FEED LUGS REQUIRED I - 2'-4#3/0+6G 2"-4#3/0+6G 2"-4#1/0+6G I- 2"-4#1 /0+6G F F-- 2'-4#1 /G+6G L9 LB L5 L2 L1 LOFT u 20IA 200A 150A 150A 150A TVSS TVSS TVSS TVSS TVSS TVSS FH 1000A THREE 3"-4,#400MCM+2/OG (EA) T1 = DRY TYPE TRANSFORMER 480A TO 20BY/120V, 300kVA T2 DRY TYPE TRANSFORMER 480A TO 208Y/12OV, 22%VA T3 DRY TYPE TRANSFORMER 480A TO 20BY/120V, 45kVA NOTE: THIS BUILDING IS SERVED WITH TWO ELECTRICAL SERVICES AS PERMITTED BY NATIONAL ELECTRICAL CODE (NEC) NFPA-70-(2014) SECTION 230.2(c) TWO-2 X"-3#25OMCM+1G 2X"-4#4/0+4G Fr 4"-4#600MCM+3G r 4'-4#600MCM+3G H8 H2 H1 HDP1 O H 225A 400A 400A TVSS TVSS TVSS Ti 3DOkVA 2000A 3/0 NORTH FPUA PAD MOUNTED TRANSFORMER rMETER r ST 3/0 5 SETS 4'-4#600MCM(EA) J L PRIMARY CONDUCTORS BY (CONDUITS INSTALLED BY ELECTRICAL CONTRACTOR) TCA = ASTRONOMIC TIME CLOCK FOR OUTSIDE LIGHTING CONTROL LC = 10 POLE LIGHTING CONTACTOR MECHANICALLY HELD 0 BREAK GLASS TYPE SHUNT TRIP PUSH BUTTON STATION ST TO TRIP OPEN MAIN CIRCUIT BREAKER ON HOP1 & HDP2 WHEN OPERATED n DENOTES TYPICAL GROUNDING ELECTRODE CONNECTIONS. COLD WATER PIPE, BUILDING STEEL AND 3 % x10' COPPER CLAD DRIVEN ' RODS DENOTES IRANSFORMER GROUNDING. SEE DETAIL THIS SHEET ;z Project: f2K0F05ED MANUFACTURING 13UILDING I OK FUREUIT [30AT5 5901 5T. LUCIE f3LVD. FORT FIERCE, FLORIDA Key Plan Is5ue5: No.: Date: Description: A. 7/12/19 BID 5ET B. 7/18/19 FEWIT 5ET 1 AxcI DONADIO & Associates, Architects P.A. My 17,h SMWL Vcn, H,c O, M 3241N1 r0 772.7w.2N2v I ux.772562AO) ww,v �m dw-m Law" Luen,u S". AAIMNV2IN Consultant: 11SSOCIRT11I 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCI E FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: FANEL50AKD5, DETIAL5 & K15ER DIAGi�A1�,®nF�� Job North II � C Q 77 Drn: Drawn? File: No 477� * Cho.: n XKEFFIL: - DL Project No.: P.ot Fi.e: ?U STATE OF , RU Z O 2018-42 %�FS,SF<ORIDP'-a`Q� 5hee'.. Na: GeVRIt©NAL E1\\\\ Date Spnea: E - 24 Project: PLUMBING GENERAL NOTES: 1. WASTE AND VENT PIPING PIPING SHALL BE DWV CAST IRON, SLOPE HORIZONTAL WASTE PIPING AT 1/8" PER FOOT FOR PIPING 3"0 AND LARGER, AND AT 1/4" PER FOOT FOR PIPING 2-1/2"0 AND SMALLER, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES, PRIOR TO THE START OF CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL PIPING, SERVICES, UTILITIES AND EXISTING CONDITIONS IN FIELD, PRIOR TO THE START OF CONSTRUCTION. 4. FOR ALL PIPING AGAINST BLOCK WALLS - INSTALL FURRED SPACE AS REQUIRED TO ACCEPT PIPING, CUTTING OF BLOCK NOT PERMITTED, UNLESS PERMITTED BY ARCHITECT IN WRITING. 5. ALL AIR CONDITIONING CONDENSATE WASTES SHALL BE INSULATED WITH 1" THICK ARMAFLEX 25/50 PREFORMED PIPE INSULATION, 6. INSTALL CLEANOUTS AS SHOWN, AND AS REQUIRED BY APPLICABLE CODES AND GOVERNING AUTHORITIES. 7. CONTRACTOR SHALL VERIFY ALL OWNER FURNISHED EQUIPMENT (IF ANY) AND CONNECTIONS PRIOR TO START OF CONSTRUCTION. 8. INSTALL SHUT-OFF VALVE AND UNION AT EACH PIECE OF EQUIPMENT. 9. INSTALL INDIVIDUAL STOPS AT EACH FIXTURE. 10. CONTRACTOR SHALL LOCATE ALL VALVES SO THAT THEY ARE COMPLETELY ACCESSIBLE. 11. ALL FLUSH VALVES, FIXTURES STOPS, VALVES, ETC., ALL PLUMBING SHALL BE RIGIDLY SECURED (NO MOVEMENT WHEN OPERATED). INSTALL PERMANENT STAMPED BRASS VALVE TAG. 12. PROVIDE THE REQUIRED CLEARANCES AND SPACE FOR ALL PLUMBING FIXTURES. PLUMBING CONTRACTOR SHALL VERIFY AND COORDINATE PRIOR TO THE START OF CONSTRUCTION. 13. ALL PLUMBING TRADE ITEMS SHALL BE INDIVIDUALLY AND RIGIDLY SUPPORTED FROM STRUCTURE ABOVE INDEPENDENT OF ALL OTHER TRADES (DO NOT HANG PLUMBING TRADE ITEMS FROM ANOTHER TRADE). 14. CONTRACTOR SHALL SUBMIT PLAN SHOWING ALL HOLES TO BE CORED IN STRUCTURE, DIMENSIONED ON 1/4" SCALE PLANS, TO ARCHITECT/ENGINEER FOR REVIEW, FOR ALL PIPING AND PENETRATIONS PRIOR TO START OF CONSTRUCTION. 15. PHASING OF CONSTRUCTION SHALL BE DONE AS DIRECTED IN ARCHITECTS CONSTRUCTION PHASING. 16. DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. CONTRACTOR SHALL VISIT AND THOROUGHLY INVESTIGATE SITE. ALLOWANCES SHALL BE MADE IN BID BY CONTRACTOR TO ALLOW FOR PLUMBING NOT AS SHOWN ON DRAWINGS AND FOR REMOVING OR RELOCATION OF PLUMBING SYSTEMS AS REQUIRED TO ACCOMPLISH INTENT OF DRAWINGS FOR A COMPLETE SYSTEM, DUE TO FIELD CONDITIONS DIFFERENT THAN THOSE SHOWN ON DESIGN DRAWINGS. 17. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FROM DRAWINGS, BUT FIT WORK TO ACTUAL CONDITIONS AND SPACE REQUIREMENTS. 18. DRAWINGS ARE NOT INTENDED TO SHOW EVERY DETAIL OF WORK REQUIRED. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING SYSTEM, WHETHER OR NOT SPECIFICALLY SHOWN ON DRAWINGS. 19. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY AND PROPERLY OPERATIVE, AND IN COMPLIANCE WITH APPLICABLE CODES AND GOVERNING AUTHORITIES, AND SUBJECT TO ACCEPTANCE BY OWNER/ENGINEER. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 21. THE CONTRACTOR SHALL VISIT JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE DURING CONSTRUCTION. 23. ALL REQUIRED INSURANCES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE, AND OTHER INSURANCES REQUIRED BY THE OWNER, FOR THE DURATION OF THE WORK. 24. ALL MATERIALS AND WORK SHALL BE IN STRICT COMPLIANCE WITH APPLICABLE STATE AND LOCAL CODES, RULES, AND ORDINANCES. 25. SUBMIT SHOP DRAWINGS FOR ALL FIXTURES, EQUIPMENT, AND MATERIALS. 26. ALL MATERIALS SHALL BE NEW AND SHALL BE LISTED AND BEAR THE LABEL OF UNDERWRITERS LABORATORIES INC. WHERE APPLICABLE. 27. DIELECTRIC COUPLINGS SHALL BE INSTALLED BETWEEN ALL DISSIMILAR METALS IN PIPING AND EQUIPMENT CONNECTIONS. 28. ALL FIXTURES SHALL BE PROVIDED WITH INDIVIDUAL ACCESSIBLE STOPS. ALL EQUIPMENT SHALL HAVE INDIVIDUAL SHUT OFF VALVES. 29. ALL WATER PIPING SHALL BE TYPE "L" COPPER ABOVE SLAB, TYPE W' COPPER BELOW GRADE. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER. INSULATE HOT WATER PIPING ABOVE SLAB WITH 1" THICK FIBERGLASS PIPE INSULATION (R=4.0 MINIMUM) WITH STAY DRY JACKET, AND BELOW SLAB WITH 2" THICK FOAMGLAS. 30. INSTALL APPROVED AIR CHAMBERS OR PDI APPROVED SHOCK ARRESTORS AT EACH PLUMBING FIXTURE AND PIECE OF EQUIPMENT. 31. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT ND REPAIRS OF ANY OTHER TRADE WHICH MAY HAVE BEEN DAMAGED BY FAILURE OF PLUMBING TRADE WORK. 32. CONDENSATE DRAIN PIPING SHALL BE DWV PVC. PIPING ABOVE GROUND SHALL BE INSULATED WITH 1" THICK ARMAFLEX 25/50 INSULATION, R=4.0 INSTALLED. 33. GENERAL NOTE: TEMPERATURE OF HOT WATER TO REST ROOMS SHALL NOT EXCEED 110°F, PER FLORIDA ENERGY CODE. CONTRACTOR SHALL VERIFY TEMPERATURE OF HOT WATER SYSTEM WITH OWNER. IF TEMPERATURE EXCEED 110-F, INSTALL TEMPERING VALVES AS REQUIRED, SUBJECT TO REVIEW BY ENGINEER. 34. GENERAL NOTE: CONTRACTOR SHALL VERIFY EXISTING SYSTEMS, EXACT LOCATION, SERVICE, INVERT, SIZE, DIRECTION OF FLOW, ETC. PRIOR TO THE START OF ANY OTHER CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY EXISTING CONDITIONS AND ACTUAL PIPE SIZES VERIFIED IN FIELD PRIOR TO ORDERING MATERIAL OR FIXTURES, SUBJECT TO REVIEW BY ENGINEER, TYPICAL THROUGHOUT JOB. LOCATIONS OF EXISTING SYSTEMS ARE APPROXIMATE. 35. GENERAL NOTE: CONTRACTOR SHALL INCLUDE IN HIS BID THE FOLLOWING: RELOCATE, REWORK, REROUTE ALL PLUMBING SYSTEM PIPING AND PLUMBING TRADE ITEMS AS REQUIRED BY NEW CONSTRUCTION AND AS REQUIRED THROUGHOUT THE JOB BY ALL TRADES. 36. GENERAL NOTE: DO NOT INSTALL ANY PLUMBING PIPING OR SYSTEM COMPONENT IN THE SPACE ABOVE AN ELECTRICAL PANEL, TYPICAL THROUGHOUT JOB. 37. GENERAL NOTE: NEW HVAC DUCTWORK SYSTEMS SHALL HAVE PRIORITY OVER PLUMBING SYSTEM. PLUMBING CONTRACTOR SHALL THOROUGHLY COORDINATE PLUMBING SYSTEM WITH PROPOSED NEW WORK OF ALL TRADES, AND INCLUDE IN HIS BID THE COST OF RELOCATING AND REWORKING NEW PLUMBING WORK, AS REQUIRED BY HVAC DUCTWORK. SPACE PERMITTING NEW HVAC DUCTWORK SHALL BE REROUTED AROUND PLUMBING PIPING. GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES. 38. CONTRACTOR SHALL INSTALL SWAY BRACING ON ALL PIPING AS REQUIRED BY THE FLORIDA PLUMBING CODE SECTION 308.6. ON EACH VALVE, COORDINATE WITH OWNER'S IDENTIFICATION SYSTEM. 39. AIR CONDITIONING CONDENSATE TRAPS SHALL BE MADE UP OF UNIONS IN EACH SIDE OF TRAP, AND TRAP SHALL BE COMPLETELY REMOVABLE FOR CLEANING. CONTRACTOR SHALL DEMONSTRATE TRAP REMOVAL PRIOR TO FINAL ACCEPTANCE. 40. NO "SHOT -TYPE" FASTENERS WILL BE PERMITTED, USE LAG TYPE SCREW ANCHORS. SUBMIT FASTENER DETAILS TO STRUCTURAL ENGINEER FOR REVIEW. 41. CONTRACTOR SHALL SUBMIT ACCURATE "AS -BUILT" REPRODUCIBLE DRAWINGS TO THE ARCHITECT WITH ALL REVISIONS CLEARLY SHOWN. REVISE ALL FLOOR PLANS, NOTES, SCHEDULES, RISERS, ETC., USING THE SAME QUALITY OF DRAFTING AS ORIGINAL DOCUMENTS. PIPING, ETC., MUST BE SHOWN IN ACTUAL LOCATION INSTALLED NOT SCRATCHED ON DRAWING OR NOT JUST NOTED. "AS -BUILT" DRAWINGS ARE A REQUIREMENT OF THE CONTRACT, AND JOB WILL BE CONSIDERED FINAL ONLY AFTER RECEIPT BY ARCHITECT, AND APPROVAL BY ENGINEER, OF "AS -BUILT" DRAWINGS. BACKGROUNDS FOR USE IN PREPARING "AS -BUILT" DRAWINGS WILL BE SUPPLIED BY ARCHITECT, AND PAID FOR BY CONTRACTOR. "AS -BUILT" DRAWINGS MUST BE SIGNED (NAME AND TITLE TYPED BELOW SIGNATURE), DATED AND CERTIFIED BY CONTRACTOR AS BEING ACCURATE. 42. FOR ANY EQUIPMENT FURNISHED BY OWNER OR OTHERS (IF ANY) , INSTALL ALL VALVING, WATER SUPPLIES, DRAINS, STRAINERS, ETC. VERIFY EXACT CONNECTION REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION. PROVIDE AND INSTALL VACUUM BREAKERS ON ALL EQUIPMENT WITHOUT THE REQUIRED AIR GAP OR VACUUM BREAKER (HOSES, FILTERS, ETC.), AND UNION. 43. INSULATION, FITTINGS COVERS, AND ALL FINISHES AND MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 44. GENERAL NOTE: CONTRACTOR SHALL INCLUDE IN THERE BID ANY ITEM(S) SHOWN OR CALLED OUT ON THESE DRAWINGS EITHER SHOWN AS EXISTING OR NEW OR ANY ITEM NOT SHOWN OR CALLED OUT THAT IS REQUIRED TO COMPLETE WORK SHOWN. SHALL THERE BE A CONFLICT ON ANY ITEM FROM THESE DRAWINGS AND ANOTHER TRADES REFERENCE TO AN ITEM OF THIS DISCIPLINE, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION IN WRITING SIGNED BY THE ENGINEER AND ARCHITECT PRIOR TO SUBMITTING BID AND INCLUDE SAID ITEM(S) IN THERE BID. IF A CONFLICT OR ITEM(S) NOT SHOWN THAT ARE REQUIRED TO COMPLETE WORK SHOWN IS FOUND AFTER BID HAS BEEN AWARDED CONTRACTOR IS RESPONSIBLE FOR THE MORE EXPENSIVE OPTION AT NO ADDITIONAL CHARGE TO THE OWNER. THE ARCHITECT AND ENGINEER SHALL INTERPRET ALL CONFLICTS. THE CONTRACTOR BY BIDDING AGREES TO ABIDE BY THE ARCHITECTS AND ENGINEERS INTERPRETATION OF THE CONTRACT DOCUMENTS. PLUMBING FIXTURE SCHEDULE. ALL FIXTURES WHITE WC WATER CLOSET (PUBLIC AND STAFF, ACCESSIBLE, FLOOR MOUNTED): SIPHON JET, VITREOUS CHINA, 1-1/2" TOP SPUD, 16.5" HIGH, AMERICAN STANDARD #3465.001 "MADERA", FLUSH VALVE: SLOAN EXPOSED MANUAL FLUSHOMETERS, MODEL #111-1.6-YO-DFB-TP (1.6 GPF) WITH B76A HANDLE, YK PIPE SUPPORT, F-72-Ai TRAP PRIMER ASSEMBLY (AS REQUIRED), AND OFFSET TAIL PIECE (AS REQUIRED); ELONGATED OPEN FRONT SEAT WITHOUT COVER OLSONITE MODEL 95SSCT SELF SUSTAINING CHECK HINGE, SST POSTS. MOUNT ACCESSIBLE FIXTURE AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. UR URINAL (PUBLIC AND STAFF, ACCESSIBLE): VITREOUS CHINA WALL HUNG WASH OUT WITH INTEGRAL TRAP 1-1/4" TOP SPUD. AMERICAN STANDARD #6601.012 "LYNBROOK". FLUSH VALVE: SLOAN EXPOSED MANUAL FLUSHOMETER, ESCUTCHEON, INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER MODEL #180-1 (1 GPF) WITH DUAL FILTERED BY-PASS WITH CHROME PLATED FINISH MANUFACTURED BY SLOAN. FLOOR MOUNTED CARRIER: CAST IRON AND HEAVY DUTY STRUCTURAL STEEL FRAME WITH RECTANGULAR LEGS, LUGS FOR FLOOR AND WALL ATTACHMENT THREADED FIXTURE STUDS FOR FIXTURE HANGER BEARING STUDS, MANUFACTURED BY JOSAM. MOUNT ACCESSIBLE FIXTURE AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. LAV LAVATORY: (ACCESSIBLE, MANUAL FAUCET, WALL HUNG) VITREOUS CHINA WALL HUNG LAVATORY 20.5" WIDE BY 18.25" FRONT TO BACK, FAUCET HOLES 4" ON CENTER, RECTANGULAR BASIN FOR CONCEALED ARM SUPPORTS, FRONT OVERFLOW, MODEL 0355.012 "LUCERNE" AS MANUFACTURED BY AMERICAN STANDARD. TRIM: CHROME PLATED FAUCET CHICAGO FAUCET MODEL NO. 895-317ABCP WITH 3.5" SWING GOOSENECK SPOUT WITH VANDAL PROOF 0.5 GPM AERATOR, FLAT GRID STRAINER DRAIN ASSEMBLY, CHROME PLATED 17 GAUGE BRASS 1-1/4"0 WITH CLEANOUT PLUG AND ARM PLATED ANGLE SUPPLIES WITH LOOSE KEY STOPS, WITH ESCUTCHEONS, FLOOR MOUNTED CARRIER FOR FIXTURE HANGER CONCEALED ARM SUPPORTS WITH HEAVY DUTY STRUCTURAL STEEL RECTANGULAR UPRIGHTS AS MANUFACTURED BY JOSAM, WITH INSULATED HOT WATER SUPPLY AND WASTE WITH "HANDI-LAV-GUARD" AS MANUFACTURED BY TRUBRO INC. (WHITE). MOUNT FIXTURE TO WITHSTAND 300 POUND VERTICAL FORCE ON FRONT EDGE OF FIXTURE. MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. G.LAV GROUP LAVATORY: (ACCESSIBLE, HAND PUSH BUTTON, WALL HUNG) HAND PUSH BUTTON OPERATED 5-60 SECOND ADJUSTABLE TIMER SEMI CIRCULAR 3-STATION ADA COMPLIANT 14 GAGE 304 STAINLESS STEEL OFF FLOOR WASH FOUNTAIN. MANUFACTURED BY ACORN ENGINEERING COMPANY MODEL 3423-ES-ADA-1-H-CB-ST-SPX, BOWL IS 38" WIDE, AND HAS AN INTEGRAL BACKSPLASH AND SPRAYHEAD. HEAVY-DUTY S-CLIPS SECURELY ANCHOR THE BACKSPLASH TO THE WALL. SPRAYHEAD IS 18 GAGE STAINLESS STEEL 15" DIAMETER X 5-1/4" HIGH. SPRAY NOZZLES ARE VANDAL RESISTANT 0.5 GPM CONCENTRATED SPRAY AT EACH STATION. PROVIDE 1.5"0 OD x 4" TAILPIECE. PROVIDE AN ASSE 1070 COMPLIANT TEMPERATURE/PRESSURE BALANCING MIXING VALVE WITH INTEGRAL CHECKS AND STRAINERS IN H & C SUPPLY AND FIELD SET WATER TEMPERATURE AT 105 DEGREES FAHRENHEIT. MOUNT FIXTURE TO WITHSTAND 300 POUND VERTICAL FORCE ON FRONT EDGE OF FIXTURE. MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. C.SK COUNTER TOP HAND WASHING SINK (ACCESSIBLE, STAFF): SINGLE COMPARTMENT SINK, JUST MANUFACTURING MODEL SLF-ADA-2125-A-GR, SINGLE COMPARTMENT, 21" FRONT TO BACK X 25" WIDE X 6.5" DEEP, 18 GAUGE 304 STAINLESS STEEL, SELF RIMMING, 3 HOLE, WITH CENTER REAR DRAIN LOCATION, WITH J-35 STRAINER WITH OFFSET DRAIN, AND 17 GAUGE P-TRAP WITH CLEANOUT PLUG, CHROME PLATED ANGLE SUPPLY STOP VALVES, CHROME PLATED ESCUTCHEONS, WITH JUST MANUFACTURING MODEL JTR-51-W4 FAUCET WITH OPTIONAL 4" WRIST BLADES AND SWING SPOUT WITH 1.5 GPM RESTRICTING AERATOR. MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. SH SHOWER (ACCESSIBLE): SHOWER STALL BY OTHERS (SEE ARCHITECTURAL), THERMOSTATIC AND PRESSURE BALANCING SINGLE CHROME PLATED LEVER VALVE, LEONARD MODEL SS-7600-100/31 SA-D2U501 P(G)-44. SET TEMPERATURE AS PER FLORIDA STATE ENERGY CODE REQUIREMENTS, WITH STRAINER AND INTEGRAL CHECK STOPS, ADJUSTABLE CHROME PLATED WALUHAND SHOWER HEAD WITH FLEXIBLE HOSE AND BACKFLOW PREVENTER, 2.5 GPM ADJUSTABLE SPRAY SHOWER HEADS AND SELF TENSIONING SLIDE; WITH JOSAM 30002-S 2"0 DRAIN WITH SQUARE NIKALOY TOP WITH SECURED GRATE AND FLASHING COLLAR, AND CHLORALOY SHOWER PAN. SHOWER STALL BY OTHERS (SEE ARCHITECTURAL DRAWINGS), COORDINATED BY PLUMBING CONTRACTOR. MOUNT CONTROLS AND HAND SHOWER AT ACCESSIBLE HEIGHT AND LOCATION. FOR EXACT LAYOUT OF ALL SHOWER COMPONENTS TO COMPLY WITH ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL DRAWINGS. FD FLOOR DRAIN (FINISHED AREA): CAST IRON TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEEP HOLES, REVERSIBLE CLAMPING COLLAR AND 6"x6" SQUARE ADJUSTABLE NICKEL -BRONZE SECURED STRAINER SERIES 30003-6S-17-31-50 MANUFACTURED BY JOSAM. PROVIDE 1/2" TRAP PRIMER RESEAL. PROVODE PRECISION PLUMBING PRODUCTS MODEL PROU1-ULP500 TRAP PRIMER VALVE AT EACH FLOOR DRAIN. CHROME PLATED WHEN MOUNTED UNDER A LAV EXPOSED. DO NOT CONCEAL TRAP PRIMER VALVE, INSTALL IN ACCESSIBLE LOCATION. EWC ELECTRIC WATER COOLER (HI-LO, ACCESSIBLE): TWO STATION, WALL MOUNTED, STAINLESS STEEL TOP AND BODY, ELEVATED SOFT ANTI SQUIRT "FLEXI-GUARD" SAFETY BUBBLERS, AUTOMATIC STREAM REGULATORS, MODEL EZSTL8C MANUFACTURED BY ELKAY, WITH JOSAM FLOOR MOUNTED CARRIER WITH HEAVY DUTY STRUCTURAL STEEL RECTANGULAR UPRIGHTS, 17 GAUGE BRASS P-TRAP WITH CLEAN OUT PLUG AND ARM, CHROME PLATED ANGLE SUPPLY WITH LOOSE KEY STOP, WITH CHROME PLATED ESCUTCHEONS, 9.7 GPH, 370 WATTS, 115 VOLT 1 PHASE. MOUNT AT HEIGHT AND LOCATION PER ADA REQUIREMENTS OF THE FBC, SEE ARCHITECTURAL ELEVATIONS. M.SK MOP SINK (FLOOR MOUNTED, CORNER): AMERICAN STANDARD MODEL 7741.000 "FLORWELL", 28"X28"X13, WITH NO. 7745.811 REMOVABLE VINYL RIM GUARD, WITH 3" DRAIN WITH NO. 7721.038 FLAT GRID STRAINER, NO. 8344.112 FAUCET WITH TOP BRACE, INTEGRAL STOPS AND VACUUM BREAKER, IN POLISHED CHROME WITH POLISHED CHROME PLATED ESCUTCHEONS. S.SK SERVICE SINK (FLOORNVALL MOUNTED): AMERICAN STANDARD MODEL 7695.008 "AKRON" SERVICE SINK ENAMELED CAST IRON, BOWL SIZE 19-7/8" WIDE X 16-3/8" FRONT TO BACK X 10-1/2" DEEP, WITH NO. 7798.030 3" P-TRAP DRAIN AND STRAINER, NO. 8341.076 FAUCET WITH INTEGRAL STOPS AND VACUUM BREAKER, IN POLISHED CHROME WITH POLISHED CHROME PLATED ESCUTCHEONS. EW EMERGENCY EYE/FACE WASH: HAWS CORPORATION MODEL 7261-7271 PEDESTAL EYE/FACE WASH SHALL INCLUDE A GREEN ABS PLASTIC 11" CM 27.9 A ( ) BOWL, AN AXIOM® MSR EYE/FACE CE WASH HEAD SHALL FEATURE INVERTED DIRECTIONAL LAMINAR FLOW WHICH ACHIEVES ZERO VERTICAL VELOCITY SUPPLIED BY AN INTEGRAL 3.7 GPM FLOW CONTROL, CHROME -PLATED BRASS STAY -OPEN BALL VALVE EQUIPPED WITH STAINLESS STEEL BALL AND STEM, AND CHROME -PLATED BRASS IN -LINE 50 X 50 MESH WATER STRAINER. UNIT SHALL ALSO INCLUDE 1-1/4" SCHEDULE 40 HOT -DIPPED GALVANIZED STEEL PIPE AND FITTINGS ALONG WITH POWDER -COATED CAST-IRON 9" (22.9 CM) DIAMETER FLOOR FLANGE, YELLOW PLASTIC POP -OFF DUST COVER FOR EYEWASH HEAD, UNIVERSAL SIGN, 1/2" NPT INLET, AND 1-1/4" NPT WASTE. EW/ES COMBINATION EMERGENCY EYE/FACE WASH/EMERGENCY SHOWER: HAWS CORPORATION MODEL 8300-8309 COMBINATION SHOWER AND EYE/FACE WASH SHALL INCLUDE A STAINLESS STEEL 11" (27.9 CM) ROUND BOWL, AN AXIONO MSR EYE/FACE WASH HEAD SHALL FEATURE INVERTED DIRECTIONAL LAMINAR FLOW WHICH ACHIEVES ZERO VERTICAL VELOCITY SUPPLIED BY AN INTEGRAL 3.7 GPM FLOW CONTROL. UNIT SHALL ALSO INCLUDE THE AXION MSR HYDRODYNAMIC DESIGNED ABS PLASTIC SHOWERHEAD WITH 20 GPM FLOW CONTROL, CHROME -PLATED BRASS STAY -OPEN BALL VALVE EQUIPPED WITH STAINLESS STEEL BALL AND STEM, AND CHROME -PLATED BRASS IN -LINE 50 X 50 MESH WATER STRAINER, UNIT SHALL ALSO INCLUDE SCHEDULE 40 HOT -DIPPED GALVANIZED STEEL PIPE AND FITTINGS, POWDER -COATED CAST-IRON 9" (22.9 CM) DIAMETER FLOOR FLANGE, SELF-ADHESIVE HIGH VISIBILITY SAFETY GREEN AND BRIGHT YELLOW STRIPES, UNIVERSAL SIGN, AND 1-1/4" NPT SUPPLY. 3.COMP.SK THREE COMPARTMENT SINK: FLOOR MOUNTED ELKAY MODEL 14-3C16X20-L-18X 14" STANDARD SERIES SINK, WITH THREE 16" WIDE x 20" FRONT TO BACK COMPARTMENTS, LE DRAINBOARD, 9" BACKSPLASH, 16 GAUGE, 300 SERIES STAINLESS STEEL TOP AND BOWL, OPTIONAL STAINLESS STEEL LEGS & ADJUSTABLE FEET, RAISED 1-112" ROLLED EDGE, AND THREE OPTIONAL 3-1/2" ROTARY LEVER OPERATED DRAINS WITH BASKET STRAINERS WITH T&S BRASS B-0133-01 FAUCET WITH SPRAY HEAD AND 14" SPOUT ON 8" CENTERS MOUNTED VERTICALLY ON SINK BACKSPLASH. WCO: WALL CLEANOUTS: LINE TYPE WITH CAST IRON BODY AND PLUG, AND ROUND STAINLESS STEEL ACCESS COVER SECURED WITH VANDAL PROOF SST SCREW, MODEL 58600 MANUFACTURED BY JOSAM. FCO: FLOOR CLEANOUTS: INTERIOR CAST IRON TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEEP HOLES REVERSIBLE CLAMPING COLLAR AND ADJUSTABLE NICKEL -BRONZE SQUARE TOP WITH SCORIATED COVER, MODEL 56020 MANUFACTURED BY JOSAM. GCO: GRADE CLEANOUT: EXTERIOR ROUND DUCTILE IRON ACCESS FRAME AND NON-SKID COVER: MODEL 56050-5 MANUFACTURED BY JOSAM PROVIDED 24"x24"x6" CONCRETE PAD WITH 6x6- 10110 WWF. A. GENERAL: COORDINATE SINK DIMENSIONS AND SPACE REQUIREMENTS WITH ARCHITECTURAL CABINETS, AND OBTAIN WRITTEN APPROVAL FROM CABINET FABRICATOR THAT SINKS WILL FIT INTO CABINETS, PRIOR TO ORDERING SINKS. B. GENERAL: INSTALL INDIVIDUAL SHUT OFF VALVES OR STOPS AT EACH FIXTURE AND PIECE OF EQUIPMENT. INSTALL SHOCK ABSORBERS (PDI OR ASSE) IN AN ACCESSIBLE LOCATION AT EACH FIXTURE AND PIECE OF EQUIPMENT. INSTALL AUTOMATIC TRAP PRIMER ON ALL FLOOR DRAINS. FIXTURES SHALL COMPLY WITH ADA AND STATE REQUIREMENTS FOR USE BY HANDICAPPED. WATER FLOW RATES AND CONSUMPTION OF ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE, TABLE 604.4 "MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS". WHERE FLOOR MOUNTED CHAIR CARRIERS ARE SPECIFIED FOR LAVATORIES, CONTRACTOR SHALL MOUNT CARRIER AND FIXTURE (WITH ADDITIONAL WALL STRUCTURAL SUPPORTS AS REQUIRED) TO WITHSTAND 300 POUND DOWNWARD VERTICAL FORCE AT FRONT EDGE OF FIXTURE, (CONTRACTOR SHALL COORDINATE REQUIRED CHASE REQUIREMENTS FOR FLOOR MOUNTED CARRIERS PRIOR TO THE START OF CONSTRUCTION), ALTERNATIVE FIXTURES MAY BE SUBMITTED BY CONTRACTOR AND APPROVED BY OWNER/ENGINEER PRIOR TO SUBMITTING BID. L LEGEND AND ABBREVIATIONS: CD CONDENSATE DRAIN PIPING - - -G - - - UNDERGROUND NATURAL GAS PIPING WCO I WALL CLEAN OUT G NATURAL GAS PIPING t 3/4" HOSE BIBB WITH VACUUM --{ �--- BALL VALVE �-ll - BREAKER (HB W/ VB) - DOMESTIC COLD WATER PIPING VTR VENT THROUGH ROOF - - DOM. HOT WATER PIPING 105 D-F IW INDIRECT WASTE - �- INDIRECT WASTE PIPING VIV VALVE IN VERTICAL }--- PIPE UNION O 4 A SHOCK ABSORBERS "A" ------ t� i �� CHECK VALVE DESIGNATES SIZE �7 GATE VALVE SHOWER HEAD AND MIXING I I VALVE D PIPING DOWN AFF ABOVE FINISHED FLOOR --� PIPING UP FU FIXTURE UNITS - - - - SANITARY VENT PIPING SK SINK SANITARY WASTE PIPING WC WATER CLOSET W WASTE L LAVATORY SH SHOWER FD FLOOR DRAIN C COLD EWC ELECTRIC WATER COOLER H HOT NITS NOT TO SCALE CW COLD WATER TP TRAP PRIMER HW HOT WATER V VENT O DIAMETER TYP TYPICAL M.SK MOP SINK BUILDING CODES TO FOLLOW: A. FLORIDA BUILDING CODE - 6TH EDITION 2017 (WITH CURRENT REVISIONS AND AMENDMENTS). B. NFPA 101 - 2015 (FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH CURRENT REVISIONS). C. FLORIDA PLUMBING CODE - 6TH EDITION 2017 (WITH CURRENT REVISIONS AND AMENDMENTS). D. FLORIDA FUEL & GAS CODE - 6TH EDITION 2017 (WITH CURRENT REVISIONS AND AMENDMENTS). D. NFPA 54 - 2015. D. NFPA 90A - 2015. E. ASTM STANDARDS IN BUILDING CODES. F. U.L. BUILDING STANDARDS FIRE RESISTANCE DIRECTORY BUILDING MATERIALS DIRECTORY G. ALL APPLICABLE CODES WITH LATEST REVISIONS. H. FLORIDA ACCESSIBILITIES CODE FOR BUILDING CONSTRUCTION 1. AMERICAN DISABILITIES ACT (CURRENT EDITION). PLUMBING DRAWING LIST: P-OA PLUMBING - GENERAL NOTES, SCHEDULES, CODES & LEGENDS P-013 PLUMBING - DETAILS P-0C PLUMBING - GENERAL SPECIFICATIONS P-01 PLUMBING - GRAVITY PIPING - OVERALL FLOOR PLAN P-02 PLUMBING - PRESSURE PIPING - OVERALL FLOOR PLAN P-03 PLUMBING - GRAVITY PIPING - OVERALL FLOOR PLAN P-04 PLUMBING - PRESSURE PIPING - OVERALL FLOOR PLAN P-05 PLUMBING - GRAVITY PIPING - ENLARGED FLOOR PLAN P-06 PLUMBING - PRESSURE PIPING - ENLARGED FLOOR PLAN P-07 PLUMBING - GRAVITY PIPING - SCHEMATIC RISER DIAGRAMS P-08 PLUMBING - PRESSURE PIPING - SCHEMATIC RISER DIAGRAMS MANUFACTURING DUILPING FOR FUK5UIT POAT5 3901 5T. LUCIE 13LVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT SET 1 Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.56Z8600 www.dmadio arch.com License No. AA0002238 Da CARotnRL. EnuinEERlr1a ASSOCIATES Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: GENERAL NO 5, 5CHEDULE, CODE5, LEGEND C^_ lei®.. OP Elm Drawing File: + A A5R,5AR Chd: XREF File: 9 yj MG 3' Project No.: Plot File: C 2015-42 sheet No.: Copyright 1 2019, Oonadio &AeeociaUe Architects, P.A., All Rights geBe (A Project: a K K J DETAIL NOTES: () FLUSH VALVE ASSEMBLY O C.W. SUPPLY WITH C.P. WALL ESCUTCHEON O C.P. AUTOMATIC TRAP PRIMER EQUAL TO SLOAN F-72—Al O TOP OF FLUSH VALVE WATER CLOSET O5 C.P. (EXPOSED) TUBING WITH THREAD FITTINGS Os C.P. WALL ESCUTCHEON O CONCEALED IN WALL O FROM AUTOMATIC TRAP PRIMER Qs FINISHED FLOOR 10 FLOOR DRAIN ,1 1/4" SLOPE TO FLOOR DRAIN ,2 TRAP PRIMER CONNECTION/CONNECTION ADAPTER 13 TO "P" TRAP ,a KEEP EXPOSED PRIMER PIPING TO MINIMUM LENGTH. 1s ALL EXPOSED PIPING SHALL BE CHROME PLATED. GENERAL NOTES: A❑' THIS DETAIL APPLICABLE FOR RESEALING OF ALL TOILET ROOM FLOOR DRAINS FROM FLUSH VALVE WATER CLOSETS. ALL OTHER FLOOR DRAINS/SINKS UNLESS OTHERWISE INDICATED, ARE TO BE RESEALED BY MEANS OF A BRONZE BODY AUTOMATIC TRAP RESEAL PRIMER VALVE, CHROME PLATED WHEN EXPOSED, COMPLETE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, AND GASKEfED ACCESS COVER. VALVE EQUAL TO JOSAM 88250 SERIES WITH FEMALE I.P.S. UNION CONNECTIONS. VALVE INSTALLED IN THE C.W. SUPPLY LINE OF THE NEAREST SINK/ LAVATORY & SLOPED TO THE FLOOR DRAIN (SEE DETAIL). TRAP RESEAL DETAIL N.T.S. (FLUSH VALVE AUTO TRAP PRIMER, FOR ALL FLOOR DRAINS EXCEPT AS NOTED) EXTERIOR TYPE FLOOR NALL GCO FCO WC TYPICAL CLEANOUT DETAIL N.T.5. O-JOSAM" LEVELEZE FLOOR CLEANOUT NO. 560144-22 NO HUB CONN. O2 CONCRETE PAD 2' X 2' X 8" WA #3EW OUS FOUNDRY NO. 7610 CAST IRON BOX WITH COVER MARKED "C.O." OFINISH FLOOR OS FILL VOIDS WITH OILED SAND OCLEANOUT FITTING W/BRASS OR PVC PLUG O7 TWO WAY CLEANOUT TEE OR LONG SWEEP QUARTER BEND. (CAST IRON OR PVC ACCORDING TO LOCATION) O, COVER SECURED WITH SCREWS. 2O THREADED CLEAN OUT PLUG. O FINISH GRADE. O 4" X 6" DIA CONCRETE PAD FLUSH WITH FINISH GRADE. O5 SLIP JOINT. O ADJUSTABLE COLLAR. Q FINISHED FLOOR. O FACE OF WALL STAINLESS STEEL COVER SCREWED TO THREADED CLEAN OUT PLUG. 16 EXTEND CLEANOUT TO INSIDE OF FINISHED WALL AS REQUIRED TO MINIMIZE GAP BETWEEN INSIDE OF WALL AND FITTING. SEAL GAP WITH SILICONE CAULK, TYPICAL. PLUMBING CONTRACTOR TO REMOVE PLUG AND COVER THRU FINISHED WALL FOR ENGINEER'S INSPECTION. 11 WALL CLEANOUT (WCO) SHOULD BE INSTALLED AT EVERY FIXTURE AND VERTICAL STACK WHETHER OR NOT SPECIFICALLY SHOWN ON DRAWINGS (TYPICAL). TWO-WAY FLOOR/GRADE CLEANOUT DETAIL N.T.S. INSULATED H.W. TO H.W. SYSTEM. _ CP-1: TACO HOT WATER CIRCULATION PUMP, SEE WATER HEATER SCHEDULE. 13 11 �• • — I� 12 „ • 4 to 13 1 15 I 1 1 C.W. FROM C.W. 1 s �4" SYSTEM I GWH-1 L13 1 1 O MOP SINK 2 15 4'a' • HI 8nFLOORDRAIN NOTES: O BALL VALVE, TYPICAL CHECK VALVE, TYPICAL. O3 DIELECTRIC UNION, TYPICAL O SPRING LOADED, ASME RATED TEMPERATURE & PRESSURE RELIEF VALVE.. O5 GWH-1: GAS WATER HEATER, SEE SCHEDULE FOR CAPACITY. Os P&T RELIEF PIPING, COPPER, STRAP TO WALL AND DISCHARGE TO MOP SINK. O DRAIN PAN PIPING, COPPER, STRAP TO WALL AND DISCHARGE TO MOP SINK. OS STAINLESS STEEL AUXILIARY DRAIN PAN, WATER TIGHT, 1" BEYOND GWH-1 IN ALL DIRECTIONS. O 24" HIGH STAND, 2"x2"AW ANGLE WITH ALL WELDED CONSTRUCTION, CROSS BRACE, WITH Y6" THICK STEEL PLATE ON TOP OF STAND, 4"x4"x%" FEET ON EACH LEG, ALL STEEL GALVANIZED. ,2 to SEALED DIRECT VENT WI CONCENTRIC VENT HORIZONTAL TERMINATION, U.L., SUPPLIED BY GWH-1 MANUFACTURER.,z 11 EXTERIOR WALL. ,z INSTALL PER MANUFACTURER'S INSTRUCTIONS. 13 4"0 CPVC FRESH AIR INTAKE, SEE MANUFACTURER'S SPECS.t2 ,4 4"0 CPVC FLUE EXHAUST, SEE MANUFACTURER'S SPECS ,5 INDIRECT WASTE TO FLOOR DRAIN.72 ,s 1 GALLON EXPANSION TANK. 17 DISCHARGE 6" ABOVE BOTTOM OF MOP SINK. GAS WATER HEATER VENTING AND PIPING DETAIL N.T.S. GAS WATER HEATER SCHEDULE MARK GAACLLPAOCEATIRCENG NS ITY SHOU gTUH V/Q1/HZ GAS INLET C.W. INLET H.W. UTLE N.GSUPPLYPRESSURE MIN-MAX."W.C. MFR. MODEL NO. REMARKS GWH-1 1 100 N.G. 199,000 120/1/60 3/4" 1-1/2" 1-1/2" 4.4"W.C:13.5'W.C. .O.SMITH BTH-199MXI 1 z 3 4 s REMARKS: O WITH ASME PRESSURE AND TEMPERATURE RELIEF VALVE. O WITH COMPLETE CONTROLS, ADJUSTABLE THERMOSTATS, HIGH TEMPERATURE CUTOFF, U.L. LISTED, THERMOSTATIC CONTROL. O SET AT 120 'F. O 75.5" HIGH x 27.75"0 WIDE O WITH TACO "006e3" HOT WATER CIRCULATION PUMP WITH "SmariPlug". tO TURN LEAD FLASHING DOWN INTO STACK OROOFING 3 ROOF CONSTRUCTION 4 SLEEVE ROOF CONSTRUCTION AS REQUIRED OVENT STACK O4LB. SHEET LEAD FLASHING FILL IN WITH ROOFING MATERIAL OANY VENT PIPE WITHIN 10' OF ANY DOOR WINDOW OR FRESH AIR INTAKE, EXHAUST OPENING SHALL EXTEND NOT LESS THAN T ABOVE SUCH. VENT THRU SLOPED ROOF DETAIL N.T.S. d NOTES 7 e�I O HEAVY DUN CONCRETE STEEL INSERT e ••� WITH ELONGATED STRAP. O CONCRETE JOIST SEE PROJECT PLANS. S) HEAVY DUTY CONCRETE JOIST CLAMP. 8 21 3 O HANGER ROD (SEE SCHEDULE) 4 4 4 OS CONCRETE SLAB SEE PROJECT PLANS. OSTRUCTURAL STEEL BEAMS SEE PROJECT STEEL BEAM CONC. INSERT CONC. JOIST 7 O PLANS FOR SIZE. HEAVY DUN BEAM CLAMP. OB EYE SOCKET 12 10 11 9 g0 ONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD. 10 WEB MEMBERS 14 11 HANGER NUT 4 13 4 12 WELDS 19 STE L JOIST 13 BOTTOM CHORD OF STEEL JOISTS 16 16 14 BENT STRAP 1 1/L" 3/,Er OVER VE CAL LESS ANGLES. 20 15 SUPPORT NUT 15 15 i6 HEAVY DUTY CLEVIS HANGER 18 22 18 17 INSULATION WHERE SPECIFIED SHALL BUTT AGAINST/ABSORB PIPE HANGERS. CLEVIS HANGER CLEVIS HANGER ,6 PIPE PIPE PIPE 19 LOCKING NUT W/O INSULATION W/INSULATION 20 INSULATION W/VAPOR BARRIER HANGER ROD SCHEDULE 2, INSERT NUT 22 16 GA GALV. STEEL METAL SADDLE MIN. 10 LONG PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" -%" DIA. 4" THRU 6" 35" DIA. 21/z" TO 3" V2" DIA. 6' THRU 12" 7/6" DIA. PIPE SUPPORT DETAIL N.T.S. Y2"0 C.W. SUPPLY L'e" 0 C.W. TO TRAP PRIMER INLET U NOTES: O SINK OR LAVATORY O UNDER LAV TRAP PRIMER VALVE, ON COLD WATER CONNECTION TO LAV. CHROME PLATED WITH 5/8" COMP. FITTING ANGLE STOP, 3/8" COMP. FITTING LAV SUPPLY FITTING, 1/2" NPT x 1/2" I.D. COPPER TUBE ESCUTCHEON, BUILT—IN VACUUM BREAKER AND INTERNAL BACK —FLOW PREVENTION. MODEL NO: PR01—ULP500 AS MANUFACTURED BY PRECISION PLUMBING PRODUCTS, INC. O ADJUSTABLE "P" TRAP WITH CLEANOUT O TUBING OUTLET WITH ESCUTCHEON AND SLIP JOINT INLET Os FINISHED WALL AND/OR CABINET INTERIOR 0 TRAP PRIMER LINE SLOPE TO FLOOR DRAIN/SINK CONNECTION O FLOOR DRAIN. O FINISHED FLOOR O TRAP PRIMER CONNECTION/CONNECTION ADAPTER 10 ALL EXPOSED PIPING TO BE CHROME PLATED 11 WALL/CABINET ESCUTCHEON FLOOR DRAIN TRAP SEAL PRIMER DETAIL N.T.S. FROF05ED MANUFACTURING 13UILPING FOR FURGIUIT DOAT5 3901 5T. LUCIE P>LVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID 5ET 5. 07/18/19 PERMIT 5ET 1 Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fax.772.562.8600 www.donadio—arch.com License No. AA0002238 Da CARotnF1L EnunEERinc FISSOCIPITES Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: DETAIL5 v � m R e3Aj/^ ,, (Poy F Drn: Drawing File: A5R,5AR Chd: XKEF File: MG a Project No.: Plot File: ZC A 2018-42 5heet No.: Date Signed: Copyright • 2019, 0on.dio & Associates. Architect". P.A.. All Rights Reserved Project: PLUMBING GENERAL SPECIFICATIONS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS AND OF AMERICAN MANUFACTURE, ALL REQUIREMENTS AND MATERIALS SHALL BE AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS AND/OR MATCH EXISTING WHEN APPROVED AS APPLICABLE. 2. DOMESTIC WATER PIPING SHALL BE TYPE "L" HARD TEMPER COPPER ABOVE FLOOR AND TYPE "K" BELOW GRADE WITH WROUGHT COPPER FITTINGS AND 95/5 SOLDER JOINTS. POTABLE WATER SYSTEM SHALL BE "LEAD FREE". SOLDER AND FLUXES SHALL COMPLY WITH ASTM B813. 3. EACH FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP OR SHUT-OFF VALVE AS APPLICABLE, AND A CALCULATED SHOCK ABSORBERS/ WATER HAMMER ARRESTORS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 4. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONNECTIONS TO ALL EQUIPMENT FURNISHED BY OTHERS. 5. ALL PIPING SHALL BE SUPPORTED IN AN APPROVED MANNER FROM THE BUILDING STRUCTURE. INSTALL DIELECTRIC FITTINGS AT ALL DISSIMILAR METAL PIPING CONNECTIONS. PROVIDE COMPENSATION FOR EXPANSION AND CONTRACTION. 6. INSULATE ALL AIR CONDITIONING AND REFRIGERATED EQUIPMENT CONDENSATE DRAINS WITH 1/2" IMCOSHIELD, OR AP ARMAFLEX INSULATION RATED 25/50. FINISH WHERE EXPOSED TO EXTERIOR WEATHER CONDITIONS WITH 2 COATS OF WHITE LATEX PAINT AS PER THE MANUFACTURER'S INSTRUCTIONS. 7. INSULATE EXPOSED PIPING AND TRAP DRAINS ON LAVATORIES THAT ARE CLASSIFIED AS ACCESSIBLE WITH TRUEBRO LAVGAURD 2 INSULATION KIT OR APPROVED EQUAL. & ALL WATER PIPING PROVIDED SHALL BE TESTED AT 100 PSIG AND 150% OF AVAILABLE SERVICE PRESSURE MINIMUM HYDROSTATIC PRESSURE FOR A MINIMUM OF 4 HOURS. 9. ALL SANITARY AND VENT PIPING PROVIDED SHALL BE TESTED WITH A 10 FOOT HEAD OF WATER. WATER LEVEL POINT OR HYDROSTATIC PRESSURE FOR A MINIMUM OF 4 HOURS. 10. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSURANCE, PERMITS, FEES, INSPECTIONS AND TAXES REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. CONTRACTOR SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND/OR REQUIRED BY AUTHORITIES HAVING JURISDICTION FOR ALL SYSTEMS PROVIDED. 11. ALL SANITARY PIPING SHALL BE SLOPED AS FOLLOWS: FOR PIPING 3" 0 AND LARGER SLOPE AT 1/8" PER FOOT, FOR PIPING 2-1/2" 0 AND SMALLER SLOPE AT 1/4" PER FOOT. 12. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL CONDITIONS. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. NOTIFY ARCHITECT AND/OR ENGINEER OF ANY CHANGES REQUIRED DUE TO SUCH CONDITIONS BEFORE PROCEEDING WITH THE WORK. SUBMIT DISCREPANCIES, DIFFERENCES AND PROPOSED VARIATIONS TO CONTRACT DOCUMENTS FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. 13. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT, AND PROVIDE READY ACCESSIBILITY TO VALVES, AND OTHER APPARATUS, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 14. PROVIDE ACCESS PANELS IN ALL WALLS AND CEILINGS FOR ALL VALVES, DAMPERS, CONTROL DEVICES, ETC. ACCESS PANELS SHALL BE MILCOR FLUSH TYPE. 15. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 16. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS CONTRACTOR. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO ARCHITECTURAL AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE PROJECT. 17. PROVIDE AND INSTALL FIRE AND SMOKE PENETRATION SEALS FOR OPENINGS IN FLOORS/SLABS, WALLS AND OTHER ELEMENTS OF CONSTRUCTION DEFINED ON ARCHITECTURAL DRAWINGS AS FIRE AND/OR SMOKE BARRIERS. FIRE/SMOKE SEALING SYSTEM SHALL HAVE THE SAME RATING AS THE BARRIER PENETRATED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. A. FIRESTOPPING MATERIALS TO BE BY 3M, DOW CORNING CORP., TREMCO X-FERNO PRODUCTS, INC. OR APPROVED EQUAL. SEE DETAILS ON DRAWING Al 5-A. B. FIRESTOPPING MATERIALS TO BE ASBESTOS FREE AND IN COMPLIANCE WITH ASTM E-814 AND UL 1479. 18. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING AND NEW WORK AND EQUIPMENT FROM DAMAGE. 19. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, STANDARDS AND AUTHORITY HAVING JURISDICTION. 20. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY OBJECTIONABLE NOISE, SUBJECT TO REVIEW BY ENGINEER. 21. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 22. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND COMPATIBILITY WITH ANY INTERFACE OR CONFLICT OF BUILDING SERVICES AND INCORPORATE SUCH ACCOMMODATIONS INTO THE CONTRACT. AN ALLOWANCE SHALL BE MADE IN THE CONTRACTOR'S BID TO ACCOMMODATE DIFFERENCES FROM THE ACTUAL LOCATION VERSUS THE LOCATION INDICATED FROM THE AVAILABLE INFORMATION. 23. SUBMIT SHOP DRAWINGS OF ALL PIPING LAYOUTS, MATERIALS, EQUIPMENT AND/OR PROPOSED INSTALLATIONS FOR PROCESSING PRIOR TO FABRICATION AND/OR ORDERING OF EQUIPMENT AND MATERIALS. ALL SHOP DRAWINGS AND/OR REQUESTS FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE ACCEPTED FOR REVIEW ONLY WHEN SUBMITTED THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE TO PROCEED. SUBMITTALS OF PIPING LAYOUTS OR MATERIALS AND EQUIPMENT SPECIFICALLY SPECIFIED BY DESCRIPTION/MANUFACTURER/MODEL NUMBER NEED NOT BE MADE AS THEIR DEFINITION ON THE CONTRACT DOCUMENTS IS EVIDENCE OF APPROVAL UNLESS OTHERWISE NOTED. CONTRACTOR ASSUMES ALL FINANCIAL RISKS FOR PROCEEDING WITHOUT SHOP DRAWINGS PROCESSED WITHOUT EXCEPTION ON ANY NOW SPECIFIED ITEM. SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWO TIMES UNLESS ACCOMPANIED BY PURCHASE ORDER FROM CONTRACTOR. PIPING LAYOUTS AND/OR SYSTEMS IF SUBMITTED AT VARIANCE TO THE CONTRACT DOCUMENTS SHALL INCLUDE REASON FOR PROPOSED CHANGE, CREDIT OFFERING TO OWNER AND C. O. D. PURCHASE ORDER TO ENGINEER TO REVIEW ALTERNATIVE DESIGN, FAILURE TO INCLUDE ANY OF THESE ITEMS WILL RESULT IN REJECTION. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO INSTALLATION MAY NOT BE ACCEPTED AND WILL NOT BE REVIEWED UNLESS ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR. RELOCATED TO ACCOMPLISH INTENT OF WORK SHOWN BY ALL TRADES. INCLUDE ALL COSTS FOR EXISTING CONDITIONS AND SYSTEMS THAT MUST BE CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE PRIOR TO SUBMITTING BID, AND OTHER AREAS SHALL BE REROUTED INTO NEW WALLS AND FLOORS AND CEILINGS SPACES. IN A SAFE CONDITION. ANY PIPING RUNNING THROUGH CONSTRUCTION AREAS SERVING (SEE ARCHITECTURAL DEMOLITION PLANS). ALL REMAINING PIPING SHALL BE LEFT OF CONSTRUCTION NOT SPECIFICALLY SHOWN AS REMAINING, OR SERVING OTHER AREAS AND CAPPED. REMOVE ALL PLUMBING TRADE ITEMS THROUGHOUT AREA SHOWN AS REMAINING OR SERVING OTHER AREAS SHALL BE REMOVED VALVES, PIPING, CARRIERS, HANGERS, ETC., I.E. ALL PLUMBING TRADE ITEMS NOT OCCUPANCY. 24. WHERE SPECIFIC PRODUCTS, MANUFACTURERS AND/OR MODEL NUMBERS ARE LISTED TO ESTABLISH QUALITY STANDARDS AND/OR SPACE LIMITATIONS, SUBSTITUTIONS OF EQUAL STATUS WITH APPROPRIATE CREDITS MAY BE CONSIDERED IF ACCEPTED IN WRITING/VIA PROCESSED SHOP DRAWINGS BY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION. THIS CONTRACTOR WILL ABSORB ALL COORDINATION EFFORTS AND ALL IMPACTS IMPOSED ON OTHER TRADES. 25. PAINT ALL EXPOSED EQUIPMENT AND PIPING IN COMPLIANCE WITH OWNER'S SPECIFICATIONS LOCATED ON THESE DRAWINGS. 26. EQUIPMENT, PIPING, ETC., SHALL BE LOCATED AS REQUIRED TO ACCOMMODATE BUILDING CONDITIONS INDICATED BY ALL TRADES. 27. ON ALL SCHEDULED EQUIPMENT WHOSE MODEL NUMBER IS INCONSISTENT WITH THE PERFORMANCE CHARACTERISTICS INDICATED, THE CONTRACTOR SHALL BASE HIS PRICE ON THE MORE EXPENSIVE SOLUTION. ANY SUCH DISCREPANCIES SUCH AS MANUFACTURER'S MODEL CHANGE SHALL BE RESOLVED PRIOR TO THE ORDERING ANY EQUIPMENT. 28. ALL EQUIPMENT SUPPORTS, PIPING SUPPORTS, AND ROOF PENETRATIONS SHALL BE FABRICATED AND/OR INSTALLED IN A MANNER ACCEPTABLE TO THE BUILDING STRUCTURAL ENGINEER AND ARCHITECT. 29. FOR ALL SLABS AND PARTICULARLY SLABS CONTAINING REINFORCING IN TENSION (POST TENSION), ASCERTAIN LOCATION OF REINFORCING COMPONENTS AND OBTAIN STRUCTURAL ENGINEERS APPROVAL FOR PENETRATION SIZE(S) AND LOCATION(S) PRIOR TO PROCEEDING WITH ANY WORK. 30. ALL POTABLE WATER SYSTEMS SHALL BE FLUSHED CLEAN, STERILIZED WITH AN APPROVED SOLUTION AND THOROUGHLY FLUSHED OF ALL RESIDUAL SOLUTION AFTER FINAL PRESSURE TEST AND WITH ALL TRIM AND CONNECTIONS INSTALLED. 31. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS AND DIMENSIONED ROUGH -IN LAYOUT AND/OR CATALOG CUTS OF ALL EQUIPMENT PRIOR TO PROCEEDING WITH ANY WORK. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATIONS. 33. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS FOR THE CONTRACTOR TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING PROVIDING SERVICES AND CONNECTIONS TO ITEMS THAT MAY ONLY BE INDICATED ON AIR CONDITIONING, ELECTRICAL AND/OR ARCHITECTURAL CONTRACT DOCUMENTS. FROP05ED 34. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. I MANUFACTURING 35. SEE ARCHITECTURAL DRAWINGS AND SITE CONDITIONS FOR AREAS AND SYSTEMS PRIOR 13U I L P I N G TO BID AND COMMENCEMENT OF WORK AND ORDERING OF MATERIALS. TO INCLUDE WHERE APPLICABLE ANY DEMOLITION AND PREPARATION WORK REQUIRED WITHIN THE FOR SCOPE OF THIS PROJECT. pU K5 U IT 60AT5 36. RE-ROUTE ANY PIPING WHICH INTERFERES WITH, OR IS REQUIRED FOR CONTINUITY OF A SYSTEM IN THE CONSTRUCTION OF THIS PROJECT. PROVIDE DRAWINGS OF ALL PROPOSED CHANGES AND OBTAIN WRITTEN AUTHORIZATION FROM ARCHITECT PRIOR TO 3901 5T. LUCIE BLVD. RE-ROUTING OR ALTERING ANY SYSTEM OR BUILDING COMPONENT. FONT FIEKCE, FLOKIDA 37. PROVIDE INTERFACE CONNECTIONS TO UTILITY SYSTEMS AS REQUIRED, COORDINATED Key Plan WITH CIVIL DRAWINGS AND CIVIL CONTRACTOR. 38. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT. 39. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 40. PROVIDE FIXTURES AND EQUIPMENT AS INDICATED ON DRAWINGS. 41. PROVIDE ALL FIXTURES AND EQUIPMENT WITH APPROVED PLUMBING FITTINGS. VISIBLE 42. 43. 40. 41. 42. 43. PARTS OF FIXTURE AND EQUIPMENT TRIM AND ACCESSORIES, INCLUDING SUPPLIES, P-TRAPS, WASTE ARMS AND ESCUTCHEONS SHALL BE HEAVILY CHROME PLATED. PROVIDE WALL HUNG FIXTURES NOT SUPPLIED WITH FLOOR MOUNTED CARRIERS WITH MINIMUM 1/4" THICK STEEL WALL PLATE SECURED TO STUDS FOR WALL HANGER, AND INSTALLED WITH ADDITIONAL STRUCTURAL SUPPORTS AND BRACING SO THAT FIXTURE CAN WITHSTAND 300 POUND VERTICAL DOWNWARD FORCE AT FRONT EDGE OF FIXTURE WITHOUT DAMAGE TO INSTALLATION. SANITARY WASTE AND VENT PIPING SHALL BE DWV PVC ABOVE GRADE, DWV PVC BELOW GRADE. PRESSURE AND TEMPERATURE RELIEF PIPING AND HEATER AUXILIARY PAN DRAIN PIPING SHALL BE COPPER. CONDENSATE DRAIN PIPING SHALL BE DWV PVC BELOW GRADE, INSULATED DWV COPPER ABOVE FLOOR AND INSIDE BUILDING. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION. ALL HOSE BIBBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH VACUUM BREAKERS. EACH HOSE BIBB SHALL BE PROVIDED WITH AN INDIVIDUAL SHUT-OFF VALVE. Issues: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT 5ET Architect: 44. ALL TRAPS FOR FLOOR DRAINS, OPEN SIGHT DRAINS, HUB DRAINS, AND INDIRECT WASTES SHALL BE PROVIDED WITH AUTOMATIC TRAP SEAL PRIMING SYSTEMS. SEE DETAILS FOR ACCEPTABLE PRIMING SYSTEMS. 45. PROTECT ALL FIXTURES AND EQUIPMENT FROM DAMAGE AND REPAIR OR REPLACE -� DAMAGED ITEMS AS APPLICABLE IN A MANNER ACCEPTABLE TO AFFECTED PARTY. D O N A D I O 46. TESTS SHALL BE PERFORMED PRIOR TO APPLICATION OF ANY INSULATION AND MAKING & Associates, Architects P.A. FINAL CONNECTIONS TO FIXTURES AND EQUIPMENT. Vero °a��h Street 60 Te1.772.794.2929 Fax.772.562.8600 www.dmadio-arch.com 47. REFER TO CONTRACT DOCUMENTS CREATED BY SPECIALTY CONSULTANTS (SUCH AS License No. AA0002238 LANDSCAPE, SITE, LIGHTING, CIVIL AND/OR INTERIOR DESIGN AS APPLICABLE) AND Consultant: ASSOCIATED SHOP DRAWINGS TO CONFIRM REQUIREMENTS PRIOR TO ROUGH IN FOR QUANTITY, SIZES AND LOCATION OF REQUIRED SERVICES. 48. "AS -BUILT" DRAWINGS SHALL BE PROVIDED BY CONTRACTOR IN COMPLIANCE WITH aa SPECIFICATIONS. CR R D to R L EnamEERInc fiSS®CIFITES Inc. 49. ALL NATURAL GAS PIPING ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL. 575 NW MERCANTILE PL PAINTED BRIGHT YELLOW, SEE IDENTIFICATION METHODS.SUITE106 PORRTTST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: 5FECIFICATI PO Drn: Drawing File: A5P, 5AP Chd: XPEF File: MG Q, 1728 Project No.: Plot File: q 201842 51heetNo.! V`, .x0i oil p-OC Capynght • 2019, Pm.dO & Associates, Architects, P.A., All Rights Reserved Project: H r EW 4" S,S,(�) x az ZW Z0L aoc= 0 bzU Z ?3 O6 4" S.S. I I 2"0 VTR DO NOT RUN OVER AN ELECTRICAL PANEL 3/4"0 @ io -jP 12 2"0 w< oT CV ux—.�2 BKIDGE CRANE LL m •� 3"FD Oi 4" 3"FD J EW ES J G.LAV O6 4" S.S. IRK - FLOOD PLAN O6 4" S.S. EWC Z1— O(� ,O N= " S.S. 1-TON 1-TON 1-1015T H015T 5" S.S.(D 5" S. S. Os 1/2-TON 1/2-TON I < 4" S'S' HOIST H015T 1 5" S.S. ) ELEV. —8'-0" B.F.G. NOTES: ( PIPING BELOW GRADE. O GENERAL NOTE: VERIFY EXACT SERVICE, SIZE, LOCATION, ETG. OF ALL PIPING AND SYSTEMS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: SPACE CONDITIONS ARE EXTREMELY TIGHT. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS WITH NEW CONSTRUCTION, AND RELOCATE OR MODIFY ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. @TO NEW UTILITY SEWER LATERAL, SEE CIVIL.zo O PIPING BELOW FLOOR. 0EWH-1 SEE DETAIL. O TURN DAWN AND DISCHARGE 6" ABOVE FINISHED GRADE. 13 O FAN COIL UNIT (SEE AIR CONDITIONING DRAWINGS). @ DROP TO BELOW FLOOR. 11 ADAPT TO UNIT CONNECTION SIZE. 12 SLOPE AT A4 PER FOOT IF POSSIBLE (%- PER FOOT MINIMUM). 1b is TO CATCH BASIN OR DRYWELL, SEE CIVIL. @ it NEW SERVICE FROM SITE WATER MAIN, SEE CML.@ u BY PLUMBING CONTRACTOR BEYOND THIS POINT. @BY SITE UTILITIES CONTRACTOR BEYOND THIS POINT.@ PIPING TIGHT TO ROOF STRUCTURE ABOVE. is DISCHARGE PAN DRAIN TO MOP SINK. to SUPPLIED BY OTHERS, COORDINATED AND CONNECTED BY PLUMBING CONTRACTOR. @FOR counNUAnON, SEE CIVIL DRAWINGS. 21 EMERGENCY GOOSENECK RELIEF, TERMINATE 12 ABOVE FINISHED GRADE WITH STAINLESS STEEL SCREEN. TURN DOWN AND DISCHARGE 6' ABOVE FINISHED GRADE. PPOF05ED MANUFACTURING 13UILDING FOR f URGIUIT 00AT5 3901 5T. LUCIE BLVD. FORT PIERCE, FLORIDA Key Plan 155ue5: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/16/19 PERMIT SET 1 Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fox.772.562.8600 www.donadio—arch.com License No. AA0002238 Consultant 130a CARofnRL Ennlneeplinl; RSSociRTES Inc- 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: PLUMBING - FLOOR FLAN ., A,c.- Job North sgj ®� �F�� li11' NEL G _ DrK7 f gMwing File: 1 \�+� /` A5R, 5AR Chd: XREF File: MG * : Project No.: Plot File: 2018-42 Sheet No.: F-01 Copyright • 2019, Pm.dW & Ae ie[es, Architects, P.A.. All Rights Received 6. 0 0 0 0 ❑ a 0 o❑o o 0 0 0 0 0 0 ° -Y4"HB W/VB ° Z'4"HB W/VB _ o o � ❑ 1^ ❑ I ❑ ❑ ❑ ❑ ❑ ❑ I o I i 6 rp —41/ 0 s � 1 � x x ® SHEET F-05 ....__ x x [[Ix❑ ❑ x f 1 1 F-1 i & F-06 20 I 71/2-TON RA RAIL I 1 1 i/p"(0 F L 1 Li❑ I A I / / �' o EW m = I Q2"0 C.W. LOOP 1 J.•F� I II v -=- _ _ z o � N XWO 20 tYs 0 N.G. I 1-TON 1-TON H015T HOIST 20 I � WIf�S I 20 3"0 C.W. t/z 0 i I1 EW 1 Z� w z zu t- zr om N z tY 1 �W �m BRIDGE 1 I ® (5_ Yz CRANE I 1 z3 1 L2"0 CW LOOP zo zll- = ro cq= flj R I �Z 1-TON z BEAM 1-TON i 1 HOIST BEAM H01 EW I I /z"0 1. 1 IC O p2F— Cq�mQ I I 1 1 i I �— — C wx `1MWWo — — — -- zo "0 C.W. LOOP EW 216"0 U 5.0 REGULA (20,000 20 1Y4"0 N.G. TO ROOF PSI OR FH) _ 20 3"0 C.W. 1 — _ 1/2-TON 1/2-TON — HOIST H015T I 1 QQ 2"0 C.W. LOOP • o • r 9 �— 9 • Ya'"HB W/VB AV c V1y 1 Y4" . 3"0 C.W. " 2s o P U 1 BOLLARD 1 (BY OTHERS) 1 0.5 PSI 79 BY UTILITY — REGULATOR 23 (199 CFH) NEW 10 PSI N.G. METER (BY GAS UTILITY) 01 OVERALL AREA OF WORK - PRE55URE PIPING FLOOR PLAN Scale:1116"=1'-0" NOTES: Q PIPING AT STRUCTURE ABOVE. Q GENERAL NOTE: VERIFY EXACT SERVICE, SIZE, LOCATION, ETC. OF ALL PIPING AND SYSTEMS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: SPACE CONDITIONS ARE EXTREMELY TIGHT. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS WITH NEW CONSTRUCTION, AND RELOCATE OR MODIFY ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. Oa NEW SERVICE FROM SITE WATER MAIN.@ @NEW 3'i DOMESTIC COLD WATER GROUND 18" A.F.F., COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 07 RISE TO UNDERSIDE OF ROOF STRUCTURE. @ V."O P&T RELIEF PIPING, TU DOWN AND DISCHARGE INTO AUXILIARY DRAIN PAN. 12 Q DROP TO 48" ABOVE FLOOR. to GENERAL NOTE: SEAL ALL BUILDING PENETRATIONS WEATHER TIGHT (TYPICAL THROUGHOUT JOB). tt RISE TO 48" MINIMUM ABOVE GRADE. @ SEE DETAILS ON SHEET P—OB AND P—OC @ PIPING ABOVE CEILING. 9 PIPING BELOW FLOOR. to EWH—i: SEE DETAIL, t2 S DROP TO BELOW GRADE. @ PIPING BELOW GRADE. 8 BY PLUMBING CONTRACTOR BEYOND THIS POINT. Soy SITE UTILITIES CONTRACTOR BEYOND THIS POINT. @PIPING TIGHT TO ROOF STRUCTURE ABOVE. 2t DISCHARGE PAN DRAIN TO MOP SINK. tz O SUPPLIED BY OTHERS, COORDINATED AND CONNECTED BY PLUMBING CONTRACTOR. 0 FOR CONTINUATION, SEE CIVIL DRAWINGS. 24 TO GALV. RISER (BONDED TO GROUND ELECTRODE SYSTEM PER FBCG SECTION 210). ®BY GAS UTILITY FROM THIS POINT AND BEYOND. Project: FROF05ED MANUFACTURING 13UILDING FOK PURSUIT DOATS 3901 5T. LUCIE P LVD. FORT FIERCE, FLORIDA Key Plan looue5: No.: Date: Description: A. 07/12/19 BID SET 13. 07/18/19 PERMIT SET 1 Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beads, FL 32960 Te1.772.794.2929 F. ono .o—or 0c www.donadlo—arch.cnm License No. AA0002238 Consultant: Da CARotnFIL EncinEERInn FFISSOCIRTE°S, Inc.. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: PLUMBING — FWOK PLAN Drm Drawing File: A5R,5AR Chd: XREF File: F -' MG T Project Plot File: 2018-42 j I �TE Sheet No.: 1 P-02 Lopyright • -M9, Ponadio & Aesodate Architects. F.A. All Rights Reserved 2"0 VTR Project: FROF05ED 1 4" S.S.0 2"0 VTR ■❑ 1 EW EW FCO t A O6 4" S.S. H O6 4" S.S. 1 OVERALL AREA OF WORK - �0 � 0 � 0 0 0 ❑ o o 0 � � 1Ya"I.W. RAVITY FIFING FLOOR PLAN 0 4" S. S. O 4" S.S. 2"0 VTR EW EW 2"0 VTR H] NOTES: O PIPING BELOW GRADE. @ GENERAL NOTE: VERIFY EXACT SERVICE, SIZE, LOCATION, ETC. OF ALL PIPING AND SYSTEMS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. @GENERAL NOTE: SPACE CONDITIONS ARE EXTREMELY TIGHT. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS WITH NEW CONSTRUCTION, AND RELOCATE OR MODIFY ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. @ GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. @ TO NEW UTILITY SEWER LATERAL, SEE CIVIL. 20 @ PIPING BELOW FLOOR. Q EWH-1: SEE DETAIL. @ TURN DOWN AND DISCHARGE 6" ABOVE FINISHED GRADE. 13 (j)FAN COIL UNIT (SEE AIR CONDITIONING DRAWINGS). to DROP TO BELOW FLOOR. BADAPT TO UNIT CONNECTION SIZE. t2 SLOPE AT W PER FOOT IF POSSIBLE (A- PER FOOT MINIMUM). 13 13 TO CATCH BASIN OR DRYWELL, SEE CIVIL. @ (SNEW SERVICE FROM SITE WATER MAIN, SEE CIVIL. Za is BY PLUMBING CONTRACTOR BEYOND THIS POINT. ie BY SITE UTILITIES CONTRACTOR BEYOND THIS POINT. sa » PIPING TIGHT TO ROOF STRUCTURE ABOVE. is DISCHARGE PAN DRAIN TO MOP SINK. ie SUPPLIED BY OTHERS, COORDINATED AND CONNECTED BY PLUMBING CONTRACTOR. zo FOR CONTINUATION, SEE CIVIL DRAWINGS. v EMERGENCY GOOSENECK RELIEF, TERMINATE 12" ABOVE FINISHED GRADE WITH STAINLESS STEEL SCREEN. TURN DOWN AND DISCHARGE 6" ABOVE FINISHED GRADE. MANUFACTURING 6UILDING FOR PURSUIT DOAT5 3901 5T. LUCIE 13LVD. FORT PIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT SET 1 Architect: or DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.donadio—orch.com License No. AA0002238 Consultant 0 CRRDInRL Edi€.a neI—ilh nc n.,s s&'amme'er, Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: OVERALL 0btWWORK PLAN Job North ¢ - 4 6 4.Y 1 '4 llY' r Drn: Drawing File: A5R,5AR Chd: XREF File: 2018-42 Sheet No.: Date Signed: F-0 3 CoPyHght • 2019, Donadio &Associates, Architects, P.A., All Rights Reserved , 2"0 C.W. L , , , , , --- ;- --- --- ---- 1, Y4"HB V\ =I-- F1—v4—" nT zo QQ Y4"0 H.W.S. IA 0 H.W.R. - 'L L=-= zo-- -- 2"0 C.W. LOOP --I E x x -Y4'HB W/VB • E G LAV I , 20 DI 0 ❑ ❑ ❑ ❑ ❑ OQ 2.0 C. W. LO P 4 E 1= 0 x L------------------------- - --- EW T. , I , o I , EW zo 2"0 C. . LOOP • — - — - - - - - - - - - — - — - --- -�--- - -�- - --- - 01 OVERALL AREA OF WORK - FRE55URE FIFING FLOOR FLAN n _ T+-4"HB W/VB DI 1%2..0 e EW I ,r I , zo 2"0 C.W. LOOP , EW V2"0 l 1 , I , , -Y4"HB W W/VB NOTES: O PIPING AT STRUCTURE ABOVE. O GENERAL NOTE: VERIFY EXACT SERVICE, SIZE, LOCATION, ETC. OF ALL PIPING AND SYSTEMS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: SPACE CONDITIONS ARE EXTREMELY TIGHT. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS WITH NEW CONSTRUCTION, AND RELOCATE OR MODIFY ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. ONEW SERVICE FROM SITE WATER MAIN.@ ONEW 3'4 0 DOMESTIC COLD WATER GROUND 18" A.F.F., COORDINATE EXACT LOCATION NTH ELECTRICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. @RISE TO UNDERSIDE OF ROOF STRUCTURE. O Y4"m P&T RELIEF PIPING, TU1z DOWN AND DISCHARGE INTO AUXILIARY DRAIN PAN. O DROP TO 18" ABOVE FLOOR. @ GENERAL NOTE: SEAL ALL BUILDING PENETRATIONS WEATHER TIGHT (TYPICAL THROUGHOUT JOB). tt RISE TO 24" MINIMUM ABOVE GRADE. 12 SEE DETAILS ON SHEET P—OB AND P_OC• t3 PIPING ABOVE CEILING. u PIPING BELOW FLOOR. is EWH--1 SEE DETAIL. tz to DROP TO BELOW GRADE. @ PIPING BELOW GRADE. to BY PLUMBING CONTRACTOR BEYOND THIS POINT. to BY SITE UTILRIES CONTRACTOR BEYOND THIS POINT. O PIPING TIGHT TO ROOF STRUCTURE ABOVE. zt DISCHARGE PAN DRAIN TO MOP SINK O SUPPLIED BY OTHERS, COORDINATED AND CONNECTED BY PLUMBING CONTRACTOR. O FOR CONTINUATION, SEE CIVIL DRAWINGS. Project: FROF05ED MANUFACTURING 13UILDING FOR FURSUIT BOf�T5 5901 5T. LUCIE F>LVD. FORT FIERCE, FLORIDA Key Plan 155ue5: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT SET i Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.donadlo—arch.com License No. AA0002238 CARDinFIL EncInEERim FHSS2CIRTES Inn— 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: OVERALL AKE&OF WORK PLAN `b� Q14 kk" 27 'a f ....�i am ' N ci _LL ram- _ Drn: Drawing File: AAA ' A5R, 5AR Chd: XREF File: MG e Project No.: Plot File: 2018-42 M ti Sheet No.: IV F-04 Copyright • 2019, Donadio & Associatee, Architects, P.A., All Rights Reserved OFF. 1z OFF. n OFF. 10 2"0 t2 Wo t 2 'Y4"0 1:1 OPEN 2"0 i2 al LAV ow IUR MEN'S SHOWER 4c BREAK ROOM 1 _ u,� LAVS o`w ` ae JAN. CL. MEWS I 13A 4 M SK I 1� I GWH_1 t6 G.LAV ( I. 1 v,It\ TI /II\ G.LAV LAVS 1UR I I 14A 4"EQ I I I I I I IWC l I-F= 40 LAMINATION 01 OFFICE/REST1200M/13REAK DOOM WTI RAVITY FIFIN 11 5"0 t2 2"0 _ 1 2"0 8 CORP. 13 T3"VTR 1"0 t2 '0 @ PANTRY ) I < L—Wo(2 ZURN MODEL ZS1170 GREASE INTERCEPTOR OR APPROVED EQUAL 4"E 3.COMP.SK LAY 2"0 I.W. -I 2"0 I.W. STORAGE 38 WOMEN'S G.LAV I LAVATOPIE5 1 15A G.LAV 1I1 �`— -----T I i I I III� WON'S 15 I I I INC i 4" wcc NOTES, Project: ' Q PIPING BELOW GRADE. @LOCATAL NOTE:VERIFY CE, SIZE, ACT "SYSTEMS I'1z0f�0SED ION,E C. OFLL PI(PING AND PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO MANUFACTURING REVIEW BY ENGINEER. O GENERAL NOTE: SPACE CONDITIONS ARE EXTREMELY TIGHT. CONTRACTOR SHALL VERIFY ALL SPACE �, U I L D I N G CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY 12 2-0-1ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS WITH NEW CONSTRUCTION, AND RELOCATE OR MODIFY FOR ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT WORK SHOWN, SUBJECT TO REVIEW BY FU RS U IT P 0AT5 ENGINEER.R. 0 GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. [[�� 5901 5T. LUCIE V LVD. Os TO NEW UTILITY SEWER LATERAL, SEE CIVIL@ @PIPING BELOW FLOOR. pp /� j� FIERCE, FORT I IERCE, FLORIDA Q EWH--1; SEE DETAIL. @TURN DRWN AND DISCHARGE 6" ABOVE FINISHED Key Plan GRADE 13 O FAN COIL UNIT (SEE AIR CONDITIONING DRAWINGS). to DROP TO BELOW FLOOR. tt ADAPT TO UNIT CONNECTION SIZE. t2 SLOPE AT Y4" PER FOOT IF POSSIBLE (%- PER FOOT MINIMUM). t3 "TO CATCH BASIN OR DRYWELL, SEE CIVIL @ u NEW SERVICE FROM SITE WATER MAIN, SEE CIVIL@ is BY PLUMBING CONTRACTOR BEYOND THIS POINT. t6 BY SITE UTILITIES CONTRACTOR BEYOND THIS POINT.@ 9PIPING TIGHT TO ROOF STRUCTURE ABOVE. to DISCHARGE PAN DRAIN TO MOP SINK. I55Ue5: ,9 SUPPLIED BY OTHERS, COORDINATED AND CONNECTED No.: Daeocr te: Di tlon: BY PLUMBING CONTRACTOR. P A. 07/12/19 61D 5ET @FOR CONTINUATION, SEE CIVIL DRAWINGS. 13. 07/18/19 PERMIT 5ET t 2, EMERGENCY GOOSENECK RELIEF, TERMINATE 12" ABOVE FINISHED GRADE WITH STAINLESS STEEL SCREEN. TURN DOWN AND DISCHARGE 6" ABOVE FINISHED GRADE. Architect: STOPAGE D O N A D I 0 ,3A & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.donadlo—orch.com License No. AA0002238 Consultant: Da CRRotnflL. I EnGineERUIG nssociRTEs Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE 4"� FL 34986 T.561.746.6343 LAY I F.561.746.3602 info@CEAengineers.com CA LIC. 31665 Drawing Title: w-Q ENLARGED FI-4V OFFICES, 15REAK ROOM, REn D GRAVITY PIFII ll — — — --------- Job North . <� WOMEN'S SHOWER A s Dra: Drawing File: ASR, 5AR tgt ``11�' Chd: XREF File: MG 1 M . project No.: Plot File: n 2018-42 Sheet Na.: Date 5lgned: CoWght • '2019, Dm dlo & Aeeo wi e, Amhjt , P.A., All Rights Ra ,M NOTES', O PIPING AT STRUCTURE ABOVE. @ GENERAL NOTE: VERIFY EXACT SERVICE, SIZE, LOCATION, ETC. OF ALL PIPING AND SYSTEMS PRIOR TO THE START OF CONSTRUCTION, AND MODIFY WORK SHOWN AS REQUIRED BY FIELD CONDITIONS TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: SPACE COND111ONS ARE EXTREMELY TIGHT. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS, CEILING HEIGHTS AND CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS, AND CONDITIONS NTH NEW CONSTRUCTION, AND RELOCATE OR MODIFY ALL WORK AND RELOCATE SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO REVIEW BY ENGINEER. O GENERAL NOTE: DO NOT CUT ANY BEAM, JOIST, COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION, TYPICAL THROUGHOUT JOB. @NEW SERVICE FROM SITE WATER MAIN.@ @NEW V's 0 DOMESTIC COLD WATER GROUND 18" A.F.F., COORDINATE EXACT LOCATION WITH ELECTRICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Qi RISE TO UNDERSIDE OF ROOF STRUCTURE. @ 34"0 P&T RELIEF PIPING, TUB DOWN AND DISCHARGE INTO AUXILIARY DRAIN PAN. 12 @ DROP TO 18" ABOVE FLOOR. 10 GENERAL NOTE: SEAL ALL BUILDING PENETRATIONS WEATHER TIGHT (TYPICAL THROUGHOUT JOB). tt RISE TO 24" MINIMUM ABOVE GRADE. 0 SEE DETAILS ON SHEET a-oa AND P—OC. is PIPING ABOVE CEILING. i♦ PIPING BELOW FLOOR. is GWH_1 & QE=t SEE GAS WATER HEATER DETAIL. 12 1e DROP TO BELOW GRADE. n PIPING BELOW GRADE. is BY PLUMBING CONTRACTOR BEYOND THIS POINT. is BY SITE UTILITIES CONTRACTOR BEYOND THIS POINT. @ PIPING TIGHT TO ROOF STRUCTURE ABOVE. 21 DISCHARGE PAN DRAIN TO MOP SINK.12 @ SUPPLIED BY OTHERS, COORDINATED AND CONNECTED BY PLUMBING CONTRACTOR. @ FOR CONTINUATION, SEE CIVIL DRAWINGS. Project: FKOF05ED MANUFACTURING 13UILDING FOR PURSUIT BOAT5 3901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 55Ue5: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT 5ET i Architect: �J DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.donedio—orch.com License No. AA0002238 Con9Ultant: (30a C,IA:1Ro Ian Eft L 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title ENLARGED I%"¢ 5TROOM5, PANTRY - PP ING PLAN 4L� Drn: Drawing File: A5K,5AK ChJ: XREF File: MG Project No.: Plot File: 2018-42 Sheet No.: le r,l�r�. E'uls� 1 —OV 01 RESTROOM/FANTRY - FRE55URE PIFING FLOOR FLAN Copyright • 2019. 0 ..dio &Associates, Architects, P.A., All Rights Reserved Project: 2"F SANITARY WASTE SCHEMATIC RISER DIAGRAM ©ti N.T.S. EW TRAP SIZE SCHEDULE PER FPC TABLE 709.1 FIXTURE MINIMUM TRAP SIZE WATER CLOSET 3"0 INTEGRAL TRAP URINAL TO INTEGRAL TRAP LAVATORY 1-1/4"0 FLOOR DRAIN 3"0 OR 4"0 ' ' 1xomu MANUFACTURING 13UILDING FOR FU125UIT DOAT5 3901 5T. LUCIE P LVP. FORT F'IEKCE, FLOKIPA Key Plan 155ue5: No.: Date: Description: A. 07/12/19 PID SET B. 07/18/19 PERMIT SET 1 Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.562.8600 www.dwadio—orch.com License No, AA0002238 Consultant: Pa C:F1RDinRL EnGinEERinO RSSOCIRTES Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: GRAVITY M ®®EKDIAMGKAM5 m Job North a 9 Il, til Y �N g"•�m aJ= �' Drn: Drawing File: ... • ASR, 5AR Chd: XREF File: rJ. MG Project No.: Not File: a� C; :.�/�S A'F I 1 2018-42 f •, o� 5heet No.: v�y�� Wig. 11q Date Copyright 1 2019, Ponadlo & Aos [ml o, Architecte, P.A., All Rights Reserved I I Y4 1 941 4 1 Y4"IIY4" 1 rr I g / A Ya") Ya 1 Yi 1 1 \`\ 1 \\� 1Ya" A\`. I 6 SHOCK ABSORBER SCHEDULE SYMBOL JOSAM TYPE NO. PDI SIZE CONNECTION SIZE - NPT O 75001 A 3/4" O 75002 B V. I 2 �1 V4" s VV / / Y4 2% / I 1 II lY2i� a� 2Yz" /� I11 �V(" Y4�� lVi' Yl ter; )Y4 Y4"Y`' y' 1Va1 AY4/xlA I 1 3\/// Ya" / DRAIN A� x I PAN 15 �•� / 1 � - 2�Yl�- z ,fix �: Y4! Yi j 2" 3 2` DISCHARGE TO 1 ',` 2 \ y/ Yt" Y4",< \` 1.•vTTa�//'/ \`\ �// 1 \, IY4" / 1/7\ \ /-/ 1 \. -// 13x 1110001 • (MAIN BUILDING SHUT—OFF 1000' / IY4" _ •�. // 3 I 2 I ��- DOMESTIC WATER SCHEMATIC RISER DIAGRAM ©ti IY4 N.T.S. Ix �4+N B 1,, FOR NOTES -SEE FLOOR PLANS Project: f ROF05ED MANUFACTURING 13UILPING FOR FUK5UIT DOAT5 3901 5T. LUCIE DLYD. FORT MERGE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID SET P>. 07/18/19 PERMIT 5ET i Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tei.772.794.2929 Fox.772.562.8600 www.dmadio—arch.com License No. AA0002238 Consultant: CARi3tnR�. EnunEERInG RSSOCIRTES Inn 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: 5FECIFICATIO JVV ��Vi ✓il /J CS 4V0(J' yp�, la to ? Q, e e%® Drn: Drawing File: A5R,5AR :Gh� XREF File: t. � � MC A ,i Project No.: Plot File: 2015-42 Sheet No.: a Copyright • 2019, Donadw & M.s ia[ , Architects, P.A., All Rights Reserved