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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-12FAN SCHEDULE TAG SERVICE AREA MANUF.(*) MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE WEIGHT I (LBS) DIMENSIONS L"xW xH" OPENING L"xW" CONTROL ACCESSORIES EF-1,2 MEN/WOMEN PANISONIC FV-08WQ1 WALL 70 .2 1.5 21.1 WATT 700 DIRECT 120/1/60 10 14X12X7 * LIGHT INTERLOCK 1-4 EF-3 REPAIR GREENHECK E1-16-42 WALL 3000 .2 16.1 63 WATT 1725 DIRECT 120/1/60 24 22X22X12 * SWITCH 1-5 (*) APPROVED EQUAL MANUFACTURER: COOK, TWIN -CITY, ACME, PENN GENERAL FAN NOTES: ACCESSORIES NOTES: a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED), ALL NORMAL EQUIPMENT POWER, 1. PROVIDE GRILL COLOR PER ARCHITECTURE SPECIFICATIONS. b. AND EMERGENCY POWER WIRING BY ELECTRICAL CONTRACTOR. ALL CONTINUOUS -DUTY MOTORS 2. PROVIDE BACK DRAFT DAMPER. LOCATE BACK DRAFT DAMPER AT DISCHARGE. SHALL BE PROVIDED WITH OVERLOAD PROTEC11ON ACCORDING TO NATIONAL ELECTRICAL CODE PAR. 430-32. 3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD c. FIELD ADJUST OPENINGS WITH STRUCTURE. PROTECTION. COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE. d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE ORDINANCE OR NOT 4. PROVIDE 5. PROVIDE BIRD SCREEN. WITH WEATHERHOOD EXCEED A NOISE LEVEL OF 65 clB AS MEASURED RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. e. COORDINATE WITH ELECTRICAL CONTRACTOR AND MANUFACTURER BEFORE BIDDING OR ORDERING ANY EQUIPMENT. CONTRACTOR TO PROVIDE NECESSARY STEPDOWN AND/OR MUL11-VOLTAGE TRANSFORMERS. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECIFICATIONS. h. ALL EQUIPMENT SHALL COMPLY WITH WIND LOAD REQUIREMENTS SET BY LOCAL CODES, ORDINANCES, OR AUTHORITIES. WIND LOAD RATING MAY BE REQUIRED; CONTRACTOR TO PROVIDE NOA RATING IF REQUIRED. ,' vwM` aue.r..,✓,i�y,Wnu y,.u.u: n e . ... ",,p.y, '4 A .-;'11 m v.n:.: -- AIR CONDITIONING SPLIT SYSTEM EQUIPMENT SCHEDULE CONDENSING UNrT CU TAG MANUFACTURER Qc MODEL I NOMINAL TONNAGE CAP. STAGES (S)EER/IPLV REFRIG./LBS UQ./SUCT. LINES NO. FANS FAN FLA(EA) NO. COMP. OMPALA(EA) VOLTAGE/PH MCA/MOCP WEIGHT (LBS) L x W x H (IN) NOTES CU-1 CARRIER/24ABC63OA003 1 2.5 1 16 R41OA/- 3/8:3/4 1 0.75 1 1 1 1Z8 208/1/60 16.8/25.0 153 32X32X33 1-8 AIR HANDLING UNIT AHU TAG MANUFACTURER do MODEL TOTAL MBH NSIBLE MB TOTAL CFM 0/A CFM E.S.P.("W.G.) ENT. DB/WB LEAV. DB/WB ROWS/FPf FAN HP/FLA HEATER KW I VOLTAGE/PH MCA/MOCP WEIGHT (LBS) L x W x H (IN) NOTES AHU-1 CARRIER/FV4CNF003T00 28.3 20.6 1000 too - too 0.4 80/67 - - 0.50/4.30 5 208/1 31.2/35.0 150 22X23X54 1-8 NOTES 1. UNITS RATED PER ARI 210, 240 AND 270, APPROVED EQUAL: TRANE, YORK, LENOX, ETC. 2. PROVIDE WITH ELECTRIC EXPANSION VALVES, LIQUID LINE FILTER DRYER AND MULTI -USE SERVICE VALVES 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND MIN. 5-YEAR WARRANTY 4. PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 5. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS 6. PROVIDE DISCONNECT BY ELECTRICAL CONTRACTOR FOR C.U., COORDINATE PRIOR TO PURCHASING 7. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED BY MANUFACTURER, NOT TO EXCEED 50 FT. EQUIV. LENGTH COORDINATION NOTE: FOR LONGER RUNS COORDINATE WITH MANUFACTURER PRIOR TO PURCHASE OR ANY WORK. MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS 8. CONTRACTOR TO COORDINATE WITH ELECTRICAL TO INSURE THAT THE CONDENSING UNIT AND RACK ARE TIED TO THE AND ACCESSORIES NTH ELECTRICAL CONTRACTOR PRIOR TO PURCHASING AND LIGHTNING PROTECTION SYSTEM ON THE ROOF. INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER OUTSIDE AIR CALCULATIONS (PER TABLE 403.3, FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL AREA SERVED OR UNIT TAG NET OCCUPIABLE AREA SQ.FT. AREA OUTDOOR AIR RATE (RA) CFM/FT^2 TOTAL N0. OF PEOPLE PEOPLE OUTDOOR AIR RATE TD CFM/PERSON) DEFAULT VALUES TOTAL N0. OF DEFAULT FVA UES COMBINED OUTDOOR AIR RATE TOTAL CFM O/A REQUIRED TOTAL CFM O/A PROVIDED NOTES OCC. DENS. P 1000FT"2 FL. AR. CFM/PERSON AHU-1 OFFICES 748 0.06 16 5 - - 45+80 125 125 SEE NOTES TOTAL 748 - - - - - - 125 125 - NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCUPPANCY RATES PER ARCHITECTURAL PLANS AND TABLE 403.3 FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL. 2. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY. TAG SUPPLY AIR GRILLE SCHEDULE .1 TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NO CFMI RANGE NOTES A TITUS/ 300FL 12X8 SEE SCH. ALUM. NOTE #3 WHITE - 4-WAY MAX. 30 SEE SCH. B TITUS/ TDCA-AA 12X12 SEE SCH. ALUM. NOTE #3 WHITE - 4-WAY MAX. 30 SEE SCH. * I (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTE& 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 4. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT/OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. FLEX SCI�ULE 60" 50-125 CFM 80" 130-200 CFM I too" 205-330 1 CFM 120" 335-450 CFM I 140" 455-600 CFM 160" 605-700 CFM TAG RETURN AIR GRILLE SCHEDL TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER AA T1TUS/350RL 12X8 SEE SCH. ALUM. NOTE #1 WHITE - BB TITUS/35ORL 2010 SEE SCH. ALUM. NOTE #1 WHITE - (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR 0 34EPAL NOTES 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 2. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER. CONTRACTOR SHALL OR OWNER, PRIOR T IF A BUILDING STANI A SPECIFIC MODEL C ANY DISCREPANCY T PECK 8E CFi, 6X6 0- ' 8X8 0_ 10X10 0-E 12X12 0- f A LOCKING QUADRANT GALV. STEEL ROD OR TO BE EXPOSED STRAP SUPPORTS PER SMACNA STANDARDS FLEXIBLE DUCT WITH SIDE TAKE -OFF FITTING INSULATION & WITH DAMPER, BELL MOUTH VAPOR BARRIER OR SHOETAP TYPE (SEE NOTE MAIN SUPPLY AIR TIE TO DUCT, SEE PLANS FOR STRUCTURAL TYPE AND INSULATION SUPPORTS --------------- !'2" WIDE METAL BAND SUPPORT II ( 1-1/2" X 1-1/2" X 1/8" GALV. SQUARE TO ANGLE OR STRAP PER SMACNA (' ROUND CONNECT INNER DUCT WITH DRAWBAND ADAPTER AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET Iq IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL NOTE: PROVIDE CABLE CONTROL DAMPER FOR HARD CEILING AREAS. EXISTING EXHAUST AIR CALCULATIONS AREA SERVED UNIT TAG HEIGHT (FT) TOTAL AREA SQ.FT. VENTILATION RATE CFM/W.C. OR SQ.FT. TOTAL CFM EXH. REQ. TOTAL CFM EXH. PROVIDED MEN BATHROOM EF-1 - - 70.0 CFM/W.C. 70 70 WOMEN BATHROOM EF-2 - - 70.0 CFM/W.C. 70 70 REPAIR AREA EF-3 - 4000 0.75 CFM/SQ.FT. 3000 3000 TOTAL 3140 3140 1. CALCULATIONS ARE BASED ON LOCAL CODE REQUIREMENTS, FLORIDA BUILDING CODE 2004 (TABLE 403.3) AND ASHRAE 62-1, SEE M6.1 FOR TYPE RETURN AND EXHAUST DUCT MOUNTED GRILLE DETAIL NOT TO SCALE MPER ELBOW. CC - TURNING HAN1 'GI Q HANG ALL DUCT PER SMACNA STANDARDS �vv Aj CHANNEL STRAP & SADDLE HVAC DUC- TURNING V CHANNEL DET Z V.D. iN V.D. 3 -� BRANCH( 1/4 W DUCT J (4" MIN.) 1 DIVIDED FLOW BRANCHES 1/4WI(4" MIN.) W V.D. BRANCH DUCT I } STANDARD 45" RECTANGULAR BOOTCONNECTION (5 25% FLOW IN BRANCH) IRANCH TAKE- BF DL V.D. V.D. DIVIDED FLOW BRANCHES V. D. AIR FLOW 3 (Wi MIN.) V.D. THROAT SQUARE THROAT RADIUS ELBOW OPTIONAL (2 25% FLOW IN BRANCH) PRODUCT SPECIFICATIONS PAG OF 1 THE CITY OF NEW YORK 909-89-SM CALIFORNIA STATE FIRE MARSHALL 3225-1382:100 PARTS: 1. BLADES (22 GAUGE ASTM A-653 HOT -DIPPED GALVANIZED STEEL SHEET) 2. UL LISTED FUSIBLE LINK h72 (165-F STANDARD, 212-F OPTIONAL) 4 3/4' 3. FRAME (22 GAUGE ASTM A-653 HOT -DIPPED GALVANIZED STEEL SHEET) � 4. CERAMIC THERMAL BLANKET 2 1/ (REQUIRED ON DAMPERS 70 SQ. IN. AND ABOVE, NON -ASBESTOS) 2 \ 5. SPRING (TEMPERED STAINLESS STEEL) 3 4 FEATURES: u n UL FIRE RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES REQUIRE SPECIFICALLY TESTED AND CLASSIFIED CEILING DAMPERS (ALSO KNOWN AS 0U� / CEILING FIRE DAMPERS OR HEAT RADIATION DAMPERS) TO PROVIDE PROPER PROTECTION WHERE HVAC ' 1Df11 COMPONENTS PENETRATE THE CEILING MEMBRANE. \/ STANDARD PRIMARY FIRE DAMPERS (1 1/2 AND 3 HOUR) DO NOT PROVIDE THE NECESSARY FIRE AND HEAT PROTECTION. UL CLASSIFIED MODEL 615 CEILING DAMPER MAY BE SUBSTITUTE FOR EACH 113 SO. IN. OR LARGER STEEL DUCT OUTLET PROTECTED WITH A HINGED SHEET METAL DAMPER IN ANY FLOOR/CEILING OR ROOF/CEILING DESIGN WITH A RESTRAINED OR UNRESTRAINED ASSEMBLY RATING OF 3 HOURS OR LESS. THERMAL BARRIER SUPPLIED ON UNITS LARGER THAN 70 SO. IN. SMALLER SIZES DO NOT REQUIRE A THERMAL BARRIER ON THE BLADES. SINGLE BUTTERFLY II7 4" X 4" MINIMUM / 18" X 18" MAXIMUM DOUBLE BUTTERFLY 20" X 20" MINIMUM / 24" X 24" MAXIMUM a OPTIONS: CUSTOM SIZES AVAILABLE o JOB NAME: LOCATION: ARCHITECT: ENGINEER: CONTRACTOR: CONTACT MIAMI TECH INC. FOR ADDITIONAL INFORMATION OR WITH SPECIAL REQUIREMENTS, 3611 NW 74TH ST MIAMI, FL 33147 PHONE: 305-693-7054 FAX: 305-693-6152 WEB: WWW.MIAMITECH.COM EMAIL: SALESOMIAMITECH.COM 615 SQUARE AND RECTANGULAR CEILING FIRE DAMPER PRODUCT SPECIFICATIONS H: HEIGHT \ '/ W: WIDTH y rni m! tech Inc. AF 11/12/07 N0T TO SCALE n.w"xn IG 11/12/07 -- 1 615 ISSUED FOR PERMIT _ KAMM CONSULTING PROJECT 8: 2020-0034 PROJECT MANAGER. DUANE MILLAR MFort Pierce, V q9 S . -. Phone 772_ qi4 " •• �``'•,,- IIiIY bbrown@$r' MCQTISullin com Certifrcatigp of/autho ti 9 e PRINCIPAL Z .03-02- 20 p - Bradly L Brown Florida License #58232 ., boa OF Project: PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET b. 1 03/02/20 BLDG DEPT RESPONSES Architect: D O 1\ A D 1 & Associates, Architects P.A. 609 17th Street Vero Beech, FL 32960 Tel.772.794.2929 Fax.772.562.8600 wwwAoN'c License No.o. AAAA00022302238 Cons tant: REVIE D FOR CODE C MPLIANCE T. L 1E COUNTY pevrnittin i)epZ,rtment Wit. 4_ucie unty, FL Drawing Title: MECHANICAL SCHEDULES Job North b Drn: Drawing File: JEL Chid: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cent. No.: 12,456 Date Signed: M 6.1 Copyright © 2019. Dorado & Associates, Architects, P.A., All Rights Reserved FAN SCHEDULE 89.EC710N DATA FAN DATA MOTOR DATA GENERAL DATA _ WEIGHT DIMENSIONS OPENING TAG SERVICE AREA MANUF.(*) MODEL CONFIG. CFM 7ESP ("WG) SONES HP RPM DRIVE VOLTAGE (LBS) L"xWW L"xW" CONTROL ACCESSORIES EF-1,2 MEN/WOMEN PANISONIC FV-08WQ1 WALL 70 .2 1.5 21.1 WATT 700 DIRECT 120/1/60 10 14X12X7 * LIGHT INTERLOCK EF-3 REPAIR GREENHECK CSP-A250 CEILING 240 .2 2.5 83 WATT 1000 DIRECT 120/1/60 24 14X12X12 * SWITCH (*) APPROVED EQUAL MANUFACTURER: COi.TWIN-CITY. ACME, PENN GENERAL FAN NOTES: a. MOTOR STARTERS, DISCONNECTS IF NOT FACTORY PROVIDED), ALL NORMAL EQUIPMENT POWER, ACCESSORIES NOTES: AND EMERGENCY POWER WIRING BY ELECTRICAL CONTRACTOR 1. PROVIDE GRILL COLOR PER ARCHITECTURE SPECIFICATIONS. b. ALL CONTINUOUS -DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION ACCORDING 2. PROVIDE BACK DRAFT DAMPER. LOCATE BACK DRAFT DAMPER AT DISCHARGE. TO NATIONAL ELECTRICAL CODE PAR. 430-32. 3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD c. FIELD ADJUST OPENINGS WITH STRUCTURE. PROTECTION. COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE. d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE ORDINANCE OR NOT 4. PROVIDE BIRD SCREEN. EXCEED A NOISE LEVEL OF 65 dB AS MEASURED RADIALLY 30 FT. FROM THE EQUIPMENT IN 5. PROVIDE BALANCING DAMPER. ALL DIRECTIONS. 6. SUPPORT FROM STRUCTURE COMPLETE WITH VIBRATION ISOLATORS. e. COORDINATE WITH ELECTRICAL CONTRACTOR AND MANUFACTURER BEFORE BIDDING OR ORDERING ANY EQUIPMENT, CONTRACTOR TO PROVIDE NECESSARY STEPDOWN AND/OR MULTI -VOLTAGE TRANSFORMERS. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECIFICATIONS. h. ALL EQUIPMENT SHALL COMPLY WITH WIND LOAD REQUIREMENTS SET BY LOCAL CODES, ORDINANCES, OR AUTHORITIES. WIND LOAD RATING MAY BE REQUIRED; CONTRACTOR TO PROVIDE NOA RATING IF REQUIRED. AIR CONDITIONING SPLIT SYSTEM EQUIPMENT SCHEDULE CONDENSING UNIT CU TAG MANUFACTURER & MODEL NOMINAL TONNAGE CAP. STAGES (S)EER/IPLV I REFRIG./LBS UQ./SUCT. DNES N0. FANS FAN FLA(EA) NO. COMP. OMP.RLA(EA) VOLTAGE/PH I MCA/MOCP I WEIGHT (LBS) L z W z H (IN) NOTES CU-1 CARRIER/24ABC63OA003 2.5 1 1 1 16 1 R41OA/- 3/8: 3/4 1 1 1 0.75 1 1 1 12.8 1 208/1 /80 16.8/25.0 153 32X32X33 1-8 AIR HANDLING UNIT AHU TAG MANUFACTURER & MODEL I TOTAL MBH NSIBLE Mal TOTAL CFM I O/A CFM E.S.P.("W.G.) I ENT. DB/WB LEAV. DB/WB ROWS/FPI FAN HP/FLA HEATER KW I VOLTAGE/PH MCA/MOCP WEIGHT (LBS) L z W ■ H (IN) NOTES AHU-1 CARRIER/FV4CNF003T00 1 28.3 20.6 1000 1 100 - 100 1 0.4 1 80/67 1 0.50/4.30 5 208/i 31.2/:55,0 150 22X23X54 1-8 NOTES 1. UNITS RATED PER ARI 210, 240 AND 270, APPROVED EQUAL: TRANE, YORK, LENOX, ETC. 2. PROVIDE WITH ELECTRIC EXPANSION VALVES, LIQUID LINE FILTER DRYER AND MULTI -USE SERVICE VALVES 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND MIN. 5-YEAR WARRANTY 4. PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 5. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS 6. PROVIDE DISCONNECT BY ELECTRICAL CONTRACTOR FOR C.U., COORDINATE PRIOR TO PURCHASING COORDINATION NOTE: 7. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED BY MANUFACTURER, NOT TO EXCEED 50 FT. EQUIV. LENGTH FOR LONGER RUNS COORDINATE WITH MANUFACTURER PRIOR TO PURCHASE OR ANY WORK. MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS 8. CONTRACTOR TO COORDINATE WITH ELECTRICAL TO INSURE THAT THE CONDENSING UNIT AND RACK ARE TIED TO THE AND ACCESSORIES WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASING AND LIGHTNING PROTECTION SYSTEM ON THE ROOF. INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER OUTSIDE AIR CALCULATIONS (PER TABLE 403.3, FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL DEFAULT VALUES COMBINED OUTDOOR SERVED NET AREA OUTDOOR AIR RATE (RA) OF PEO PEOPLE OUTDOOR AIR RATE (RP) TOTAL NO. OF PEOPLE FROM AIR RATE TOTAL CFM TOTAL CFM NOTES OCC. DENS. P/ CFM PERSON / OREUNIIT AREA SQUFT'AB� CFM/FT-2 LE CFM/PERSON 1000FT-2 FL. AR. DEFAULT VALUES O/A REQUIRED O/A PROVIDED AHU-1 OFFICES 748 0.06 16 5 - - 45+80 125 125 SEE NOTES TOTAL 748 - - - - - - 125 125 - NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCCPPANCY RATES PER ARCHITECTURAL PLANS AND TABLE 403.3 FLORIDA BUILDING CODE 6TH EDITION (2017) MECHANICAL. 2. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY. 0 SUPPLY AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANGE NOTES A TITUS/ 300FL 12XB SEE SCH. ALUM. NOTE #3 WHITE - 4-WAY MAX. 30 SEE SCH. B TITUS/ TDCA-AA 12X12 SEE SCH. ALUM. NOTE #3 WHITE - 4-WAY MAX. 30 SEE SCH. (*) 1. 2. 3. 4. EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR 99he AL NOTES PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN REFER TO ARCHITECT PLANS FOR CEILING TYPE. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT/OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BULDING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. FLEX EiCFECIIIA.E 60" 50-125 CFM 80" 130-200 CFM 100" 205-330 CFM 120" 335-450 CFM 140" 455-600 CFM 160" 605-700 CFM TAG RETURN AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANGE NOTES AA TITUS/350RL 12X8 SEE SCH. ALUM. NOTE #1 WHITE - - MAX. 30 SEE SCH. Be TITUS/35ORL 2010 SEE SCH. ALUM. NOTE #1 WHITE - - MAX. 30 SEE SCH. (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL pp, 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 2. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER. CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. NECK SI M CF1 RANGE NECK SUE CFM RANGE 6X6 0-150 CFM 15X15 0-900 CFM 8X8 0-250 CFM 1BX18 0-1350 CFM 10X10 0-400 CFM 22x22 0-2000 CFM 12X12 U-600 CFM LOCKING QUADRANT TO BE EXPOSED - FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER - TIE TO STRUCTURAL SUPPORTS - 2" WIDE METAL BAND SUPPORT - SQUARE TO ROUND ADAPTER - SUSPENDED TYPE CEILING SYSTEM GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE -OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE (SEE NOTE MAIN SUPPLY AIR DUCT, SEE PLANS FOR TYPE AND INSULATION 1-1/2" X 1-1/2" X 1/8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY -IN ALUM. PANEL NOTE: PROVIDE CABLE CONTROL DAMPER FOR HARD CEILING AREAS. TYPICAL DIFFUSER DETAIL NOT TO SCALE EL_�O 11 CC TURNING HANKUNG I HANG ALL DUCT PER SMACNA STANDARDS STRAP & SADDLE =w TEE i V.D. IN V.D. V.D. V.D. BRANCH 1/4 W BRANCH DUCT (4" MIN.) DUCT I f DIVIDED FLOW DIVIDED FLOW BRANCHES BRANCHES V.D. EJ AIR FLOW 1/4 W (4" MIN.) yy V.D. (W=4" MIN.) BRANCH V.D. DUCT THROAT SQUARE THROAT RADIUS _... ELBOW OPTIONAL STANDARD 45' RECTANGULAR BOOT CONNECTION Q 25% FLOW IN BRANCH) (S 25% FLOW IN BRANCH) BRANCH TAKE -OFF AND DIVIDED FLOW NOT TO SCALE DUCT \ TAP -OFF \ MAIN RETURN OR EXHAUST DUCT DIRECTION AIR MANUAL VOLUME DAMPER t RETURN OR EXHAUST GRILLE W/ OBD SEE M6.1 FOR TYPE RETURN AND EXHAUST DUCT MOUNTED GRILLE DETAIL NOT TO SCALE Project: PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Svezr Vero Beach, FL 32960 T'e1.772.794.2929 Fox 772.562.9600 WwwAonadio-arch.com License No. AA0002238 Consultant Drawing Title: MECHANICAL Job North b DPP; Drawing Fite: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cert. No.: 12,456 L Date Signed: M 6.1 Copyright © 2019. Press* & Associates, Architects, P.A., All Rights Reserved LIGHTING FIXTURE SCHEDULE LAMPS DESCRIPTION N0. TYPE WAT O4 LINEAR LED FIXTURE 1 LED 253 H.E WILLIAMS MODEL GL-4-1.3D0 SERIES 3500'K O 4! LINEAR LED FIXTURE 1 LED 72 LJ H.E. WILLIAMS MODEL GL-ML150 SERIES 35D01( OIX4 SURFACE MOUNTED LED EDGE UT 1 LID 37 ELF NILUAMS MODEL LP-14-1_40 SERIES 3500'K QkArf� THERMOPLASTIC EMERGENCY BATTERY PACK AND EXIT LIGHT COMBO 2 HALOGEN 12 PACO 'PCHSERIES NOTES: OVERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. O2 PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. O INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE S'MVEL HANGERS WITH BOTTOM OF FIXTURE AT 10'-0". - 277 BOTTOM OF - TRUSS 1 O - 277 BOTTOM OF - TRUSS 1 O - 277 CEILING - SURFACE 1 O - DUAL - NO SUG B nNS TO THE LIGHT FIXTURE SCHEDULE CONTAINED I IN THESE DOCUMENTS HALL BE CONSIDERED WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. LIGHTING T 705 CODE COMPLIANCE CALCULATIONS DESIGNED ALLOWED LIGHTING TOTAL ALLOWED ROOM NAME AREA (SQ.FT.) NUMBER OF FIXTURE TYPE INPUT WATTS PER TOTAL FIXTURES FIXTURE WATTS POWER DENSITY WATTS MANUFACTURING 7052 8 O 253 2549 1.3 9167 1 (D 72 8 O 37 4 O 39 OTALS 2 - 2549 1 1 9167 NOTES: 1. TOTAL DESIGNED WATTS ARE 9167 - 2549 = 6618 WATTS BELOW THE MAXIMUM ALLOWED WATTS PER CODE. LMRC-1Relay pp0an2Dua/� Off Rolom Cordmi VOmn9 Load LMPL-101 Plug Load Room Controller bmkbod Hot 8R 120 Red Bern FfrYer )* I I - I 7oENs a fATSe. Finea TapaTopo lo� Wh LM01 Me*103 So 9eso" ' ` J s11A 1L1A1'-7Qi San Sbkdl ® on hot h mwM relponi DEVICES ARE PRESEF FOR PM n' 00,,, OPERATION, ADJUSTMENT IS OPTIONAL. 1diQiC-102 & LN1PrL-101 For full operational detalls, odlaetnwte and more features of the product, wIrInQ Diagram see the Dlk System Installation Guide at www.wattstoloW.com or call SESCO UghUrp at 954-474-9888, Amy Les. C 0 N TRM L DDETAOL NTS ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. FBC 2017 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FORT PIERCE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2017) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "1HHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. E: ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL. BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALT_ BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SE!ALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRJ.?_) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND i PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT L.B'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROU14D OR BELOW SLABS ON GRADE. 3. TYPE Me CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C, AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THREE LINL VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION. TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 0. PROCEEDING WITH ANY WORK. PER NEC 210.8(B)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWI LLING-TYPE KITCHENS TO BE GFCI PROTECTED. P.BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 39., DESIGN LOAD. FBC 2017 FBC ENERGY CONSERVATION SECTION 405.7.3. Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 27 VOLTAGE DROP PER 405.7.3. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1 LIGHTING PLAN E2.2 MEZ LIGHTING PLAN E3.1 POWER PLAN E3.2 MEZ POWER PLAN F_ E5.1 ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. ® DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6' ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. ® TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. TELEVISION RECESSED OUTLET. LEGRAND "TVIWMTVSSWCC2". MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. (n 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF 1 OUTLET UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18' A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. �GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. �i 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Qu JUNCTION BOX QP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. O DOUBLE GANG JUNCTION BOX FOR TELEPHONE/DATA CONNECTION TO MODULAR FURNITURE T/D SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. p TELE/POWER POLE FOR TELEPHONE/DATA/PCONER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR, EF EXHAUST FAN. SEE MECHANICAL DRAWINGS l SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. 3 3-WAY, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH VS VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) b AF FUSIBLE DISCONNECT SNATCH A = POLES, B= FRAME SIZE, C= FUSE RATING 4SZ1 AF FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM Ez TRANSFORMER p ELECTRICAL PANELBOARD l TELEPHONE WOOD BACKBOARD WP WEATHERPROOF T/C TIME CLOCK RE RELOCATED E EXISTING TO REMAIN A.F.F. ABOVE FINISH FLOOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O LV CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O CEILING MOUNTED DAY LIGHTING SENSOR. SENSOR TO CONTROL THE DIMMING OF ALL FIXTURES DS WITHIN 15' OF THE WINDOWS WITH IN ROOM. ISSUED FOR Project: BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. ` 609 1711, Strecr V.o Bre,ch, FL 32960 Te1.772.794.2929 Fex.772S628600 www.donndio-mrh.com License Nn, AA0002238 Consultant REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drawing Title: ELECTRICAL NOTES Job North SOW Di Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cert. No,: 12,456 Date Signed: E0*1 Copyright © 2019, Donadlo d Associates, Archllecls, P.A., All Rights Reserved Project: 0 110-0466"M BREAK ROOM 104 __....... _.... _..._._.._.�'I[�����; r�>�� untmnenuumrwue:seumueam6"' REPAIRS 1o0 =Tn1qm1G11=_ __..._..._. _........, O WASH AREA 03 O C "CLTGE7C�t:LT��T,I'�. HA-2 I OFFICE 0 � oe C O 1 ate„"�LL OFFICE 1 if 101 os Q C MEN 105 EF F F F 2 1ST F L(0(DoFl UG�iC�1 Nu/F) PLAN QD ,ia•_,'—a• NORTH r KEY NOTES OSEE CONTROL DETAIL ON SHEET EO.1 FOR THIS ROOM OINTERMATIC DIGITAL TIMER SWITCH "E1600". TO CONTROL REPAIR AREA LIGHTING. ISSUED FOR PERMFf - 1 MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17rh Street Vero Reach, FI, 32960 Te1772.794.2929 Faz.772.562.8600 w .donodio-areh.com License No. AA0002238 Consultant: REVIEWED FOR CODE COMPLIAN'`VE ST. LUCIE COUNTY BOCC Drawing Title: LIGHTING PLAN 1ST FLOOR Job North b Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cart. No.: 12,456 Date Signed: E 2.1 Copyright © 2019, Donadio & Associates, Architects, P.A.. All Rights Reserved Project: PROPOSED A A A a A-4 /A-3� A A-6 ff A A A _ STORAGE FUTURE MEZZANINE zoo SECURED STORAGE A-5 g A MEZZANNE L�C��T�NQ FLQN /9*-"-c" NORTH KEY NOTES O1 SEE CONTROL DETAIL ON SHEET EO.1 FOR THIS ROOM O INTERMATIC DIGITAL TIMER SWITCH 0EI600". OTIE NEW CIRCUIT TO EXITING CIRCUIT AND CONTROLS IN AREA. NO NEW LOADS ADDED. SEE CONTROLS DETAIL ON THIS SHEET. MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 329W Te1.772.7942929 Fu,772,562.8600 www.dmadio•=h.com License No. AAD002258 Consultant REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drawing Title: LIGHTING PLAN MEZZANINE Job North a Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cert. No.: 12,456 Date Signed: E2*2 Copyright © 2019, Donedio & Associates, Architects, P.A., All Rights Reserved .,, IA - .. Project: PROPOSED 18'T FL0(0 POWER-- P7"L 1/8*-"—e' NORTH KEY NOTES O1 SEE CONTROL DETAIL ON SHEET EO.1 FOR PLUG CONTROL IN THIS ROOM. 50% OF EACH RECEPTACLE, INCLUDING MODULAR FURNITURE, IN ROOM TO BE CONTROLLED. RECEPTACLES TO BE LABELED AS REQUIRED BY CODE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY COMPONENTS FOR A COMPLETE FUNCTIONAL SYSTEM. ISSUED FOR PERMIT - MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34546 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Strect Vero Beach, FL 32960 Tal 772,794.2929 Fnx.772.562.8600 ,ww.donadio-amh.com License No. AAW02238 Consultant: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUN fY Drawing Title: POWER PLAN 1ST FLOOR Job North b Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cert. No.: 12,456 Date Signed: Del l Copyright © 2019, Donadio 8 Associates, Architects, P.A., All Rights Reserved Project: PROPOSED c, 0 mrm�m ..raamxssm.,m:w,cx-e.—..:a-.„:w,mmm. .aa,-_�nran :ssc�_ec:u:wrwcca _..�-mmu,m:�.� om G A-14 STORAGE MEZZANINE e FUTURE A-2S,27 SECURED �— /J STORAGE I l- —18,20 u —4 REC PUMP FI �I n V ll E Z Z A ll VN E lrOo W/n EFFI PLAN 1/ems-r-o• NORTH KEY NOTES O TIE NEW CIRCUIT TO EXITING CIRCUIT AND L CONTROLS IN AREA. NO NEW LOADS ADDED. SEE CONTROLS DETAIL ON THIS SHEET. ISSUED FOR PERMIT KAMM CONSULTING PROJECT N: 2020-0034 PROJECT MANAGER_ DUANE MILLAR �:da•.' katairn nsulting�koifl �p on of V3 t;2 n #8189 S'R' d to MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17rh Street Vero Beach, PL 32960 Tel 772.794.2929 Fex.772.562.8600 www.don,dio-mch.conn License No. AA0002238 Consultant REVIEWED FOR CODE COMPLIANCE NCE ST. LUCIE COUP -,,,-y BOCC Drawing Title: POWER PLAN MEZZANINE Job North b T Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cart. No.: 12,456 E12 Date Signed: Copyright 0 2019. Donadio & Associates, Architects, P.A., All Rights Reserved vJFo - I - I f= G 0 3P NEMA 3R 4#3 & 1#8G - 1-1/4- I 6 G I 5 L_ C/W - - - 3#2 & 1#6p IN 1-1 ELECTRICAL RISER DIAGRAM TENANT SPACE PANEL "HA" "TF1,. 4-#4/0 & 1#2G IN PANEL A" KEY NOTES O1 1-1/0 GROUNDING ELECTRODE CONDUCTOR IN 1" SCHEDULE 40 PVC CONDUIT. OEXOTHERMIC CONNECTION. ELECTRICALLY CON- TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH) IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH. O10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN GROUND ELECTRODE. l"J EXOTHERMIC CONNECTION. (TYPICAL) OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. lJ PROVIDE (1) 1/0 BONDING JUMPER AROUND FIRST VALVE. SCHEDULE OF BRANCH CIRCUIT PANEL "AA MAIN: 225 AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAQE: 208/12OV, 30. 4 WIRE SPEC. SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 22,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASEJPKVA KVA C PHASE KVA CKT TRIP COND. CND. WARE DESCRIPTION CEILING FANS 2 2 1 2 20 1 1.0 1.2 2 20 1 2 2 2 CEILING FANS CEILING FANS 12 12 1 2 20 3 4 20 1 2 12 2 RECIRC PUMP POWER VENDING MACHINE 12 12 1 2 20 5 10 10 6 20 1 2 2 2 SHOP RECEPTACLES BREAK RM EQUIPMENT 12 12 1 2207 1.0 1.0 8 20 1 2 2 2 REF VENDING MACHINE 12 2 1 2 20 9 10 20 1 2 2 2 BREAK ROOM EQUIPMENT OFFICE RECEPTACLES 2 2 1 2 20 11 0.8 0.8 12 20 1 2 2 2 OFFICE RECEPTACLES HDF F 2 2 1 2 20 13 1.0 1.0 14 20 1 2 2 2 MEZ RECEPTACLES CU-1 2#10 #10 3 4 ITF 15 • 1.0 16 20 1 2 2 2 EXTERIOR RECEPTACLE 17 • 24 18 3 4 #10 2#10 WATER HEATER SPECIALITY EQP RECEPTACLE 2#10 #10 3/4!' 19 2: 2.4 20 21 2.4 2.4 22 `� 3 4 0 2#1 SPECIALITY EOP RECEPTACLE AHU-1 2#8 #10 1" 23 3.2 2.4 24 25 3.2 2.4 26 3 4 #10 2#10 SPECIALITY EQP RECEPTACLE REPAIR AREA RECEPTACLES #12 2 1 2 20 27 1.0 2.4 28 REPAIR AREA RECEPTACLES #12 2 1 2 20 29 1.0 1 2.4 30 3 4 #10 2#10 SPECIALITY EQP RECEPTACLE REPAIR AREA RECEPTACLES 2 #12 1 2 20 31 1.01 32 SPARE - - 20 33 - - 34 20 - - SPARE SPARE - - 20 35 - - 36 20 - - SPARE SPARE - 20 37 - - 38 20 - SPARE SPARE - - - 20 39 - - 40 20 SPARE SPARE - - - 20 41 - - 42 20 - - - SPARE NOTE: MULTI -WIRE BRANCH CIRCUITS ARE ACCEPTABLE IN LIEU OF 17.6 12.4 15.0 KVA PER PHASE THE SINGLE POLE BRANCH CIRCUITS INDICATED. PROVIDE 146.6 103.3 125.0 AMPS PER PHASE MULTI -POLE BREAKERS FOR ALL MULTI -WIRE BRANCH CIRCUITS ASI 45.0 1 TOTAL KVA REQUIRED BY THE NATIONAL ELECTRIC CODE. PROVIDE DEDICATED NEUTRAL FOR ALL SINGLE POLE BRANCH CIRCUITS AS INSTALLED. SCHEDULE OF BRANCH CIRCUIT PANEL "HAT MAIN: 100 AMP / 3 POLE MLO VOLTAGE: 480/277V, 30, 4 VARE SPEC: SQUARE D TYPE "NF" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 18.000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION SPECIALITY EQP RECEPTACLE 2#10 #10 3 4 1 4.2 0.6 2 20 1 2 12 OFFICE LIGHTING 3 4.2 2.1 4 20 1 2 12 2 REPAIR AREA UGH7ING SPECIALITY EOP RECEPTACLE 2#10 #10 3 4 5 4.2 0.4 6 20 1 2 2 2 EXHAUST FAN 7 4.2 - 8 20 - - - SPARE TRANSFORMER 3#1 #6 1-1/2- 13 9 17.6 - 10 20 - - - SPARE 11 12.4 - 12 20 - - - SPARE 13 15.0 - 14 20 - - - SPARE SPARE - - - 20 1 15 - - 16 20 - SPARE SPARE - - 20 17 - - 18 20 - - SPARE SPARE - - - 20 1.9 - - 20 20 - - SPARE SPARE - - 20 21 22 20 SPARE SPARE - 20 23 - - 24 20 - - SPARE SPARE - - 20 25 - - 26 20 - - SPARE SPARE - - 20 27 - - 28 20 - - SPARE SPARE - - - 20 29 - - 30 20 - SPARE SPARE 20 31 - 32 20 SPARE SPARE - - 20 33 - - 34 20 - SPARE SPARE 20 35 - 36 20 - - SPARE SPARE 20 37 - - 38 20 - - SPARE SPARE - - - 20 39 - - 40 20 - - SPARE SPARE - - 20 41 - - 42 20 - SPARE 24.0 23.9 16.6 KVA PER PHASE 86.6 86.3 59.9 AMPS PER PHASE 64.5 1 TOTAL KVA SCHEDULE OF DRY -TYPE TRANSFORMERS MARK KVA VOLTAGE MOUNTING SECONDARY FEEDER NOTES PRIMARY SECONDARY MARK I BREAKER FEEDER T1 75 480 VOLT 30,3W 1 208 120 VOLT 30,4W - T1D-11- 0 4#4/O & 1t12G IN 2-1/2 - NOTE: OO PANEL MAIN BREAKER IS TRANSFORMER SECONDARY BREAKER. KAMM CONSULTING PROJECT #; 2020.0034 PROJECT MANAGER: DUANE MI,LAR i Ak m m m m 1408 OraaAE PRINCIPAL Bradly L Brown Florida License 58232 Am Project: PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 3494E Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fax.772.562.8W0 WWW.Aonadi.b.c. License No. AA0002238 REVIEWED FOR CODE COIUIR!LIAV ";�E ST. LUCIE COUN -% BOCC Drawing Title: RISER DIAGRAM Job North a Dim: Drawing File: JEL Child: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cart. No.: 12,456 Date Signed: E 5.1 -+pelgg Pll iPhon,. Copydghl 02019, DDnadlo & Associates, A.M cts, P.A., All Rights Reserved TYPICAL PLUMBING FIXTURE CONNECTION SCHEDULE TYPE SOIL / WASTE VENT TRAP CW HW REMARKS 3" HUB DRAIN 3' 2" 3" - - PROVIDE h' CW TRAP PRIMER CONNECTION. COFFEE MAKER/WATER FILTER - - - li" - PROVIDE WITH VACUUM BREAKER. DISHWASHER (RESIDENTIAL TYPE) 1" - - - Xz" CONNECT WASTE TO KITCHEN SINK TAILPIECE. PROVIDE WITH VACUUM BREAKER. ELECTRIC WATER COOLER 2" 2' 1Y4" SINK 2' 2" 174' Xz' lz" 1.0 GPM AT 60 PSI MAXIMUM. MOP SINK 3" 2" 3' Xz' Xi' PROVIDE HOSE THREAD FAUCET WITH INTEGRAL VACUUM BREAKER. LAVATORY (PUBLIC) 2' 2' 14" ho h- 0.5 GPM AT 60 PSI MAXIMUM, (0.25 GALLON METERING CYCLE) REFRIGERATOR I - I - I Xt- - PROVIDE WITH VACUUM BREAKER. WATER CLOSET (FLUSH TANK) 3" OR 4" 2' INTEGRAL I Xt' - 1.28 GALLONS PER FLUSHING CYCLE MAXIMUM. NOTE: PLUMBING FIXTURE CONNECTION SCHEDULE IS SHOWN FOR CONVENIENCE ONLY. PLUMBING CONTRACTOR TO CONFIRM PINAL PLUMBING FIXTURE CONNECTION SIZES WITH PLUMBING FIXTURE MANUFACTURER'S REQUIREMENTS. ALL FIXTURES SHALL COMPLY WITH REQUIREMENTS OF LOCAL WATER -USE EFFICIENCY ORDINANCES. ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE EQUAL TO LEONARD MODEL #170-LF-BRKT. SET ® 1057. NOTE: ONE VALVE CAN SUPPLY A BATTERY OF UP TO FIVE (5) PUBLIC LAVATORY FIXTURES. TEMPERED COLD 3/8" COPPER TUBING COLD 1/2" ANGLF STOP VALVE HOT 1/2" ANGLE STOP VALVE TEMPERED AND COLD WATER SUPPLY CONNECTIONS FOR PUBLIC LAVATORIES NOT TO SCALE L PLUMBING FIXTURE SCHEDULE HANDICAP LAVATORY, AMERICAN STANDARD, LUCERNE WALL HUNG LAVATORY MODEL #0356.028. WHITE, WITH T&S BRASS FAUCET BS-2701-VF05. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPOR HLAV SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL #4333 INSULATION KIT. MUST MEET A.D.A. CODE. HANDICAP WATER CLOSET - FLUSH VALVE BOWL; FLOOR MOUNTED, SIPHON JET, VITEROUS CHINA WITH ELONGATED RIM AND 1-1/2" TOP SPUD. 18" HIGH AMERICAN STANDARD #3541.000S ELDERLY HWC NEW CADET AQUAMETER, 1.28 GPF TOILET WITH SLOAN ROYAL #111-1.6 FLUSH VALVE AND A CENTOCO #50OCC OPEN FRONT SEAT LESS COVER. SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A SK T&S BRASS FAUCET MODEL #8-0199-01-NO5 WITH A 5-11/16" SPREAD GOOSENECK WITH 4" WRIST BLADE FAUCET HANDLES. FIAT MSB MODEL # 2424 MOLDED TERRAZZO BASIN WITH DRAIN BODY AND STRAINER. MOP FIAT SERVICE SINK FAUCET MODEL #830-AA, WITH FIAT 832-AA HOSE AND HOSE BRACKET SK DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER, FIAT #889-CC MOP HANGER AND BP SPLASH CATCHER WALL GUARD. HANDICAP/DRINKING FOUNTAIN, ELKAY BI-LEVEL WALL MOUNTED HDF/DF BARRIER FREE MODEL # EZSTL8C.7.8 GPH, WADE 440-AM11-M36 CARRIER AS REQUIRED. 115V, 4.5 A, MUST MEET A.D.A. CODE. WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V, 1 PHASE, 4.5 KW. EWH L.00HINVAR TALL MODEL ETT-030-KD. RECIRC TACO RECIRC. PUMP. MODEL 111 BRONZE CASTING , 115V, 1/8 HP, 2.0 AMP WITH PUMP "00" TIMER AQUSTAT. GENERAL NOTES: 1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. 2 - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2017 33 - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. COLD WATER SUPPLY TO WATER HEATER - EXPANSION VALVE-t HEAT TRAP HOT WATER TO FIXTURES AS SHOWN ON PLANS PROVIDE FULL PORT BALL SHUT-OFF VALVES PROVIDE PIPE UNIONS, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS THERMOSTAT AND PRESSURE REGU- LATOR FURNISHED WITH WATER HEATER _\ PROVIDE A DRAIN PAN, RUN OVERFLOW LINE TO EXTERIOR OF BUILDING AT 6" ABOVE GRADE OR NEAREST APPROVED INDIRECT WASTE - I CHECK RECIRCULATION VALVE PUMP AQUASTAT AND TIME CLOCK f PROVIDE A 2107 HOT WATER J TEMPERATURE AND RECIRCULATION LINE 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER HEATER INPUT. PROVIDE A HARD �-COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET RUN TO INDIRECT WASTE IN SAME ROOM OR TO OUTSIDE BUILDING 6" ABOVE GRADE WITH A VISIBLE AIR GAP IN SAME ROOM PER FLORIDA BUILDING CODE 2017 SEC. 504.6.1 DRAIN VALVE BY HEATER MANUFACT DRAIN PAN WITH MINIMUM 2" HIGH SIDES WATER HEATER SCHEDULE/DETAIL PLUMBING NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SCOPE OF WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, APPLICABLE LOCAL CODES, RULES, AND ORDINANCES. 2, PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY -OPERATIONAL. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. PLUMBING CONTRACTOR SHALL OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER, FOR REVIEW & APPROVAL, FIVE (5) SETS OF MANUFACTURER'S CUT SHEETS FOR EACH FIXTURE, PIPING/FITTING MATERIAL AND EQUIPMENT ITEM WITH ASSOCIATED CONTROLS, THAT ARE INCLUDED IN THE CONTRACT. B. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ARCHITECT/ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 10. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 11. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. ALTERNATE PIPING & FITTING MATERIALS MAY BE USED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLES 605.3, 605.4 & 605.5, WHEN APPROVED BY ENGINEER OF RECORD AND LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE ALTERNATE FOR CPVC PIPING & FITTINGS EQUAL TO LUBRIZOL CORZAN OR FLOW -GUARD GOLD. PROVIDE ALTERNATE FOR PEX TYPE 'A' PIPING & FITTINGS EQUAL TO UPONOR. ALTERNATES ARE PERTINENT FOR WATER SERVICES KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS OR OTHER PARTICULAR CIRCUMSTANCES AS DEEMED APPROPRIATE BY DIRECTIVE FROM THE OWNER. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, SECTION 610. ALL WATER PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 12. SOIL, WASTE, VENT, AND RAINWATER (DWV) PIPING & FITTINGS SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. PVC PIPING SHALL BE SOLID -CORE ONLY; FOAM -CORE PIPING SHALL NOT BE ACCEPTED. CAST IRON PIPING & FITTINGS SHALL BEAR THE CISPI-301 MARK. ALL DWV PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE ANGLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS (WHERE REQUIRED). COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 14. PROVIDE APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED & LOCATED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS & PDI-WH2O1. 15. PROVIDE DIELECTRIC COUPUNGS OR FLANGES BETWEEN ALL DISSIMILAR METALS IN PIPING AND EQUIPMENT CONNECTIONS. 16. ISOLATE COPPER PIPING FROM METALLIC HANGERS OR SUPPORTS WITH ISOLATOR PADS OR NON-CONDUCTIVE MATERIAL. 17. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVES WITH INTUMESCENT CAULK, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS, AS PART OF THE PLUMBING CONTRACTOR'S WORK. 18. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 19. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS SHALL MAINTAIN THE SAME RATING AND SHALL MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 20. PROVIDE COMBINATION CLEANOUT PLUG AND COVER PLATE OR ACCESS PANEL FOR ALL WALL CLEANOUTS. FINISH TO MATCH NEARBY FIXTURE TRIM, 21. NO COMBUSTIBLE MATERIAL SHALL BE INSTALLED IN MECHANICAL ROOMS NOR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 22. NO WATER, SANITARY OR DRAINAGE PIPING SHALL BE INSTALLED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 23. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE FURNISHED FOR OWNER/OPERATOR. 24. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET PER FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. PVC WITHOUT INSULATION IS ACCEPTABLE FOR RISERS AND BELOW GRADE PIPING. WHEN USED IN A RETURN AIR PLENUM, PVC PIPING WTI] INSULATION IS ACCEPTABLE IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CONDENSATE PIPING SHALL NOT DRAIN ONTO THE ROOFING SYSTEM NOR ANY OF ITS COMPONENTS. CONDENSATE PIPING ARRANGEMENT IS EXEMPT FROM MINIMUM EQUIPMENT CLEARANCE REQUIREMENTS PER FLORIDA BUILDING CODE 6TH EDITION (2017), SECTION 1522.3.5. ALL HORIZONTAL RAINWATER PIPING RUN ABOVE FINISHED FLOOR THAT RECEIVES CONDENSATE DISCHARGE SHALL BE INSULATED WITH ARMAFLEX AND A VAPOR -BARRIER JACKET. 25. HOT WATER PIPING INSULATION SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLE 607.5 & FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. CONTRACTOR SHALL USE ARMAFLEX OR EQUAL WHERE APPLICABLE. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING, ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET, PER FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. 26.AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. 27. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 28. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 29. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX- 30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARL TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. 31. SUPPLY TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC. SHOWN ON PLANS. 32. CONTRACTOR TO FIELD VERIFY ALL SUPPLY PRESSURE REQUIREMENTS AND LIMITATIONS. PROVIDE PRESSURE REDUCING VALVE IF REQUIRED. 33.ANY REFERENCE OR APPLICATION OF DENTAL COMPRESSED AIR AS NOTED ON THIS PLAN IS NOT USED OR INTENDED FOR LIFE-SUPPORT PURPOSES SUCH AS RESPIRATORS, IPPS MACHINES, ANALGESIA, ANESTHESIA, ETC. THE ONLY USE IS AS INCIDENTAL AIR DISCHARGE INTO THE ORAL CAVITY AND NOT A PRIMARY OR SECONDARY SOURCE OF AIR TO SUSTAIN LIFE. PLUMBING SHEET INDEX DESCRPTIONPLUMBING r7i* NOTES, LEGENDS, AND DETAILS SANITARY PLANS P3.1 DOMESTIC WATER PLANS P5.1 PLUMBING ISOMETRICS PLUMBING LEGEND CO CLEAN OUT SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE - - - S VENT PIPING COTC CLEAN OUT TO GRADE - -S DOMESTIC COLD WATER PIPING FS FLOOR SINK - - HOT WATER PIPING (110') CW DOMESTIC COLD WATER - - - -S HOT WATER PIPING (140') HW DOMESTIC HOT WATER HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING BCD-s CONDENSATE PIPING HB HOSE BIBB MCA-i COMPRESSED AIR PIPING VTR VENT THRU ROOF T&P--i TEMPERATURE AND PRESSURE RELIEF GATE VALVE S-SD STORM DRAIN PIPING pOQ GLOBE VALVE f- G GAS PIPING N CHECK VALVE $ O-3 PIPE RISE UP GAS SOLENOID VALVE 5--}j PIPE DOWN OR DROP L� GAS COCK E- CAPPED END OF PIPE WATER HAMMER ARRESTER (PDI No.) POINT OF CONNECTION ® FD FLOOR DRAIN P-TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB i COLUMN OR PARTITION I AS SHOWN ON FLOOR PLAN j CLEANOUT FACE SHALL I BE WITHIN 4" OF WALL SURFACE. V PIPE EXTENSIONIE FFREQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. V" SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3to6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2017 ISSUED FOR PERMIT ICAMM CONSULTING PROJECT41: 2020-0034 PItoJL'CT MANAGER. DUANE Mil LAR Project: PROPOSED MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: Consultant DONADIO & Associates, Architects P.A. 609170 Strear Vero Beach, FL 32960 TA772794.2929 Fnx.772.562.8600 www.don,idio-arch.com License No. AA0002238 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drawing Title: PLUMBING NOTES Jab North N Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Phone 772.5 5.1744E bhrown ekgbrmcgnsuitiWx 232 Cert. No.: 12,456 CertificatioEgofAtthorizatia 8189 D PRINCIPAL ,-v Pool Date Signed: IIradly L IIrown Florida License 1158732 �4 date � q p "t,. JCopyright ©2019, Donadio &Associates, Architects, P.A., All Rights Reserved Project: PROPOSED MEZZANNE \NQJ �AV � p(�A�1(a NORTH ST FLOOR SAMTARY pAN 1/8*—r-0* NORTH KEY NOTES OEXTEND AND CONNECT NEW SANITARY MAIN DRAIN TO EXISTING SEWER LATERAL AS REQUIRED. SEE CIVIL SHEETS FOR EXACT SIZE AND INDIRECT ELEVATION AS REQUIRED PRIOR TO CONSTRUCTION. O2 1" EMERGENCY PAN DRAIN RELIEF LINO TO DRAIN 6" ABOVE GRADE. O3 1" CONDENSATE LINE TO DRAIN 6" ABOVE GRADE. ISSUED FOR PERMIT KAMM CONSULTING PROJECT F_ 2020-0034 PROJECT MANAGER. DUANE MILLAR PRINCIPAL Bradly LBrown Florida Ltwnse858232 MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34941 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 l7th street Vero Beach, FL 32960 Tel.772.794.2929 F..772562.8600 wwwAonadio-arch.cona License No, AA0002238 Consultant: REVIEWED FOR CODE COMPLIAhd1 ST. LUCIE Cl" UN i BOCC Drawing Title: SANUARY PLANS IST FLOOR & MEZZANINE Job North b Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Z Cart. No.: 12,456 Date Signed: P 2.1 Copynght © 2019, Donadio 8 Associates, Architects, P,A., All Rights Reserved Project: PROPOSED MEZZANINE - MESTIC WAMal PLAT 90 11w-l'-e' NORTH 0 HB I rlr-- I 1 1 BREAK ROOM OM 106 I LAV 1 HLAVI 03 MOP SK OFFICE t oz OFFICE m2 HDF/DF REPAIRS too DD0MESST 0 WATER PLANJ NORTH KEY NOTES OEXTEND AND CONNECT NEW WATER SERVICE TO EXISTING METER AND BACK FLOW PRE —VENTER AS REQUIRED. SEE CIVIL SHEETS FOR EXACT SIZE AND LOCATION AS REQUIRED PRIOR TO CONSTRUCTION. MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th street Vero Beach, FL 32960 TO 772.794.2929 Fax.772.562.8600 www.doasdio-mh.com License No. AA0002238 Consultant: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drawing Title: DOMESTIC WATER PLANS IST FLOOR & MEZZANINE Job North b Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No Carl. No.: 12,456 Date Signed: P3.1 Copyright © 2019, Donadic 8 Associates, Architects, P.A., All Rights Reserved Project: Lo - II 1 I I I `r`� '/2•'p�III�I'I II D0 M E T C nWATCRZ'� ISOMETRIC PLA N.T.S. , I I SANITARY ISOMETRIC PLAN N.T.S. KEY NOTES OEXTEND AND CONNECT NEW SANITARY MAIN DRAIN TO EXISTING SEWER LATERAL AS REQUIRED. SEE CIVIL SHEETS FOR EXACT SIZE AND INDIRECT ELEVATION AS REQUIRED PRIOR TO CONSTRUCTION. OEXTEND AND CONNECT NEW WATER SERVICE TO EXISTING METER AND BACK FLOW PRE —VENTER AS REQUIRED. SEE CIVIL SHEETS FOR EXACT SIZE AND LOCATION AS REQUIRED PRIOR TO CONSTRUCTION. FOR PERMIT MAINTENANCE BUILDING FOR A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan Issues: No.: Date: Description: a. 01/31/20 PERMIT SET Architect: Consultant: D O N 1 1 D 1 & Associates, Architects P.A. 609 l7th Street Vero Beach, Fl. 32960 Tel.772.794.2929 Fax.772.562.8600 ww.Aonadio-a ch.co a License No. AA0002238 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Rnr%(� Drawing Title: SANITARY ISOMETRIC Job North b Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2019-13 Sheet No.: Cert. No.: 12,456 Date Signed: P 5 0 1 Copyright © 2019, Dorado & Associates, Architects, P.A., All Rights Reserved