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SCHEDULE UNIT NUMBER EF-2 GENERAL AREA SERVED EXHAUST LOCATION ROOF DUTY EXHAUST FAN TYPE INLINE DRIVE BELT/DIRECT DIRECT FAN SPEED RPM 1,408 AIR QUANTITY CFM 1,275 TOTAL STATIC PRESSURE O "H20 0.5 10 WALL\ROOF OPENING REQUIRED IN - FAN MOTOR HP/BHP 0.5/0.25 ELECTRICAL CHARACTERISTICS V/0/HZ 208/1/60 MANUFACTURER GREENHECK MODELNUMBER SQ-120-VG WEIGHT LBS 330 REMARKS 1 2ffD@ 6 7 NOTES: Q COMBINATION DISCONNECT SWITCH/STARTER, SUPPLIED BY ELECTRICAL CONTRACTOR, COORDINATED BY VENTILATION CONTRACTOR. 0 PROVIDE PREMIUM EFFICIENCY VFD RATED (WITHOUT SHAFT GROUNDING PROTECTION), (OR APPROVED EQUAL) ODP ELECTRIC MOTOR, WITH THERMAL OVERLOADS. 0 ALL ALUMINUM CONSTRUCTION, ENTIRE FAN ASSEMBLY, WITH SERVICE SWITCH FIELD MOUNTED. ESTIMATED STATIC, BALANCE AGAINST ACTUAL SYSTEM RESISTANCE. SO WEIGHT OF FAN (WITH ACCESSORIES). Os HANG FROM STRUCTURE ABOVE (ADD UNISTRUT 304 STAINLESS STEEL ATTACHED TO JOISTS), WITH GALVANIZED ALL THREAD RODS AS REQUIRED. O SUBMIT COMPLETE POWER AND CONTROL WIRING DIAGRAMS. WITH SEQUENCE OF OPERATION, SAFETIES, RELAYS, ETC., FOR REVIEW AND COORDINATION. e THIS NOTE NO LONGER USED. 9 THIS NOTE NO LONGER USED. 10 THIS NOTE NO LONGER USED. 11 FAN SHALL BE INTERLOCKED WITH OAHU UNIT. A( e 100% O/A DX SPLIT AIR CONDITIONING EQUIPMENT SCHEDULE UNIT NUMBER OAHU-1 AREA SERVED DEDICATED OA SYSTEM TOTAL SUPPLY AIR CFM 2,985 OUTSIDEAIR CFM 2,985 EXTERNAL STATIC PRESSURE (�9 "V 1.0 FAN MOTOR HP 3.0 FAN MOTOR FLA 4.42 TOTALCOOLING MBH 237.44 SENSIBLE COOLING MBH 116.79 W o ENT. AIR TEMP. (SUMMER) OF F DB/ FWB 92.0 / 78.0 z LVG. AIR TEMP. (SUMMER) ° F DB/ F WB 54.0 / 53.91 ELEC, HEAT CAP. (COOL DAYS) KW 30.0 STEPS OF ELEC. HEAT NO, 2 ELEC. HEAT TEMP. RISE (WINTER) OF IDS 30 ELEC. CHAR. V/O/MZ 460/3/60 AIR HANDLER CIRCUIT CAPACITY W/HEAT MCA/MOC 49.62 / 50O MANUFACTURER TRANE MODELNUMBER CSAA008 16 WEIGHT LBS, 1 JOB UNIT NUMBER 0ACU-lA OACU-18 LOCATION ROOF ROOF z AMBIENT TEMP. ° F 95 95 D (7 ? REFRIGERANT R- 410 410 z z w z z ELEC. CHARACTERISTICS V/O/HZ 460/3/60 450/3/60 O o w CONDENSER CIRCUIT CAPACITY FLA 1 @ 2.5 1 @ 2.5 0 U COMPRESSOR CIRCUIT AMPACITY RLA 2 @ 7.8 EA. 2 @ 7.8 EA. a CONDENSING UNIT CIRCUIT CAPACITY MCA/MOC 22.0 / 25 22.0 / 25 MANUFACTURER TRANE TRANE TTA12044C TTA12044C MODELNUMBER a19 WEIGHT LBS. 417 417 SYSTEM EFFICIENCY EER 11A NOTES: PROVIDE 5 YEAR WARRANTY ON ALL COMPRESSORS, 1 YR ON ALL OTHER PARTS. O PROVIDE 5 MIN. TIME DELAY ON CONDENSING UNITS COMPONENTS. Ira PROVIDE TRANE CONTROLER/THERMOSTAT WITH SYSTEM ON -OFF -AUTO, HEAT -COOL, TEMPERATURE SETPOINTS FOR 1 OR 2 STAGE (AS SHOWN) HEATING, COOLING AND PROGRAMMABLE HUMIDISTAT, WITH THIS CONTRACTOR PROVIDING AND INSTALLING ALL CONTROLS, CONDUIT, AND WIRING, ETC. THERMOSTAT SHALL BY 7 DAY 24 HOUR, AND SHALL CYCLE ON SYSTEM TO MAINTAIN SET POINT (COOLING OR HEATING). THE CONTROLLER SHALL BRING ON HOT GAS RE -HEAT IF THE SUPPLY AIR RELATIVE HUMIDITY RISES ABOVE THE SET POINT, WHICH WILL ACTIVATE THE COMPRESSOR AND THE HOT GAS RE -HEAT COIL (LOCK OUT ELECTRIC HEATER), CONTRACTOR SHALL SUBMIT COMPLETE WIRING DIAGRAMS.Oa O PROVIDE STARTERS, RELAYS, TRANSFORMERS, ETC. AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. (D PROVIDE SIDE ACCESS FLAT FILTER SECTION, WITH 1" THICK THROW AWAY FILTERS, PROVIDE SET OF FILTERS IN UNIT AND ONE SPARE SET OF FILTERS TO OWNER FOR EACH UNIT. PROVIDE GASKETED FILTER ACCESS. O SINGLE POINT OF POWER CONNECTION TO AHU AND ELECTRIC HEATER, FIELD ASSEMBLED BY CONTRACTOR. O SPLIT SYSTEMS - SIZE REFRIGERANT AND HOT GAS BYPASS PIPING PER MANUFACTURER'S RECOMMENDATIONS. SIZE LINES AS REQUIRED TO COMPENSATE FOR LINE LOSS WITH MINIMUM CAPACITY REDUCTION. INSTALL REFRIGERANT PIPING ACCESSORIES (SIGHT GLASS, FILTER DRYER, SERVICE VALVES, EXPANSION VALVE, SOLENOID VALVE, ETC., SUBMIT SHOP DRAWINGS). O6 WITH ELECTRIC HEATER, MOUNTED ON UNIT DISCHARGE (A.R.L. LISTED AND LABELED), COMPLETE WITH ALL CONTROLS, FUSING, AIRFLOW SWITCH, SAFETIES, STEP CONTROLLER, AND FUSED DISCONNECT INTERLOCKED WITH ACCESS DOOR, CONFIGURED & LISTED TO MOUNT ON AIR HANDLING UNIT DISCHARGE. MAINTAIN T-O" CLEAR IN FRONT OF CONTROL PANEL. SINGLE POINT OF ELECTRICAL CONNECTION TO HEATER (SEPARATE FROM AHU). O9 INCLUDES AIR DISTRIBUTION SYSTEM ONLY, BALANCE AIRFLOW AGAINST ACTUAL SYSTEM RESISTANCE. 10 MOUNT CONDENSING UNIT ON ISOMODE VIBRATION PADS, SEE DETAIL. 11 COPPER TUBE, ALUMINUM FIN CONDENSER COIL. z 6 ROW, COPPER TUBE ALUMINUM FIN EVAPORATOR COOLING COIL, WITH STAINLESS STEEL SLOPED DRAIN PAN. 3 MOUNT AHU FROM STRUCTURE ABOVE WITH VIBRATION ISOLATORS, SEE DETAILS. is MOUNT CONDENSING UNIT ON HOUSEKEEPING PAD AND ANCHOR UNIT TO PAD TO WITHSTAND HURRICANE FORCE WIND LOADS. s TRANE CLIMATE CHANGER DRAW THROUGH HORIZONTAL AIR HANDLING UNIT (CEILING MOUNTED) WITH HOT GAS REHEAT COIL AND FACE & BYPASS DAMPER. DOUBLE WALL GALVANIZED STEEL CONSTRUCTION WITH GALVANIZED STEEL INNER LINER AND DOUBLE WALL ACCESS DOORS IN THE FAN AND COIL MODULE (BOTTOM ACCESS), AND FILTER MODULE (SIDE ACCESS). FAN ASSEMBLY SHALL BE INTERNALLY ISOLATED WITH FACTORY INSTALLED SPRINGS AND STAINLESS STEEL IAQ DRAIN PAN, SUPPORT UNIT WITH VIBRATION ISOLATION SUPPORTS. s BLOWER COIL: INSULATED CASING (ADD INSULATION AS REQUIRED TO PREVENT CONDENSATION ON EXTERIOR OF UNIT). 17 STARTER FOR AHU SUPPLIED BY FACTORY. ELECTRICAL DISCONNECTS FOR AHU AND CU SUPPLIED BY ELECTRICAL CONTRACTOR. 13 WITH HI-LO PRESSURE RESETS, LIQUID AND SUCTION ISOLATION VALVES, COMPRESSORS INDIVIDUALLY ISOLATED, HOT GAS BYPASS AND MODULATING HOT GAS REHEAT FOR HUMIDITY CONTROL. APPROVED MANUFACTURER'S: TRANE. 9 COMPLETE CONDENSING UNIT (CASING, COIL, ETC.) WITH "BLYGOLD" CORROSION COATING. zo COMPLETE AIR HANDLING UNIT INTERIOR (COIL, ETC.) WITH "BLYGOLD" CORROSION COATING. z1 BELT -DRIVE FAN - CONTRACTOR SHALL ALLOW FOR (1) BELT & SHEAVE CHANGE AS PART OF THE T&B. SPLIT AIR CONDITIONING EQUIPMENT SCHEDULE S UNIT NUMBER AHU-1 AHU-2 AHU-5 AHU-6 AHU-7 AHU-8 AHU-10 AREA SERVED OFFICES OFFICES BREAK ROOM EAST BREAK ROOM ELECTRIC ROOM ELECTRIC ROOM ELECTRICAL EAST WEST & RESTROOMS WEST A B SHOP TOTAL SUPPLY AIR CFM 1,600 1,200 4,000 2,400 1,400 1,200 4,830 < OUTSIDE AIR CFM 130 130 1,100 500 610 > EXTERNAL STATIC PRESSURE (D "H20 1.0 1.0 1.5 1.0 1.0 1.0 1.5 FAN MOTOR HP/BHP 1/2 HP 1/3 HP 3 / 2.83 2 / 1.49 1/2 HP 1/3 HP 5.0 / 2.81 ELEC. CHARACTERISTICS V/O/HZ 208/1/60 208/1/60 460/3/60 460/3/60 208/1/60 208/1/60 460/3/60 > FAN VFD FREQUENCY AT DESIGN HZ - - - - - - TOTAL COOLING MBH 43.2 31.925 111.09 70.53 39,150 31,925 143.97 SENSIBLE COOLING MBH 36.975 25.7 95.74 60.83 32,550 25,700 115.19 0 0 U ENT, AIR TEMP. c F DB/ F WB 75.0 / 62.0 75.0 / 62.0 75.0 / 62.0 75.0 / 62.0 75.0 / 62.0 75.0 / 62.0 75.0 / 62.2 � z LVG. AIR TEMP. OF DB/ F WB 535 / 52.3 55.0 / 52.5 54.24 / 52.69 52,55 / 51.88 53.3 / 51.90 55.0 / 52.5 53.92 / 51.98 J Q 00 COIL INFORMATION ROWS/FPI - - 4 ROW 4 ROW _ _ 4 ROW r 168 fins/foot 168 fins/foot 168 fins/foot COIL VELOCITY FPM - 373 305 303 STAGES OF COOLING 1 1 2 2 1 1 2 UNIT MANUFACTURER TRANS TRANS TRANS TRANS TRANS TRANS TRANS ' MODELNUMBER TAM4AOC48 TAM4AOA36 TWE120 TWE072 GAM5BOC42 TAM4AOA36 TWE150 r a WEIGHT LBS. s 138 8 429 n 360 n 153 1s 138 1s 730 17 FAN FULL LOAD AMPS AMPS 3.1 2.5 11.0 2.5 4.1 2.5 4.6 r ' MCA/MOCP AMPS 38.0 / 40 i2 25.0125(12D( 44.0 / 45 12 26.0 / 30 12 5.0 / 15 3.0 / 15 51.0 / 60 i2 , UNIT NUMBER CU-1 CU-2 CU-5 CU-6 CU-7 CU-8 CU_10 , LOCATION ROOF ROOF 7 ROOF ROOF ROOF ROOF ROOF ' AMBIENTTEMP. OF 95 95 95 95 95 95 95 , REFRIGERANT R R410A R410A R410A R410A R410A R410A R410A F- z ELEC. CHARACTERISTICS V/O/HZ 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 0 z CONDENSER FANS F.L.A. 1 @ 0.60 1 @ 0.38 1 @ 2.5 1 @ 1.6 1 @ 0.60 1 @ 0.38 1 @ 2.5 0 z0 COMPRESSORS R.L.A 1 @ 6.2 1 @ 5.8 2 @ 7.6 EA. 2 @ 5.7 1 @ 5.6 1 @ 5.8 2 @ 10.6 EA. U LuMCA/MOCP 0 AMPS 8.0 / 15 8.0 / 15 20.0 / 25 15.0 / 20 8.0 / 15 8.0 / 15 26.0 / 35 U MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODELNUMBER 4TTA4048 4TTA4036 TTA120 TTA072 4TTA4042 4TTA4036 TTA150 , WEIGHT LBS. 189 156 383 279 184 156 449 REMARKS 006 10 (DOG) 2 10 008 10 1 2 10 006 10 036 10 10 006, SYSTEM SEER\EER 13.5 SEER 14.0 SEER 12.7 EER 12.0 EER 15.0 SEER 14.0 SEER 11.2 EER ELEC. HEAT CAP. KW 5.77 kW 3.60 kW 24.92 kW 14.96 kW 29.92 kW z STEPS OF ELEC.HEAT CAP. NO. 1 1 2 1 , 2 = ELEC. CHAR. V/O/HZ 208/1/60 208/1/60 460/3/60 460/3/60 460/3/60 HEATER REMARKS 1z z z iz NO HEAT NO HEAT 12 3 5 6 8 3 5 6 6 3 5 6 7 3 5 6 7 3 5 e 8 3 000 REMARKS 088 18 Gas 18 0336 12 13 8 11 12 13 11 08 it 12 13 18 19 20 18 18 , 18 19 20 NOTES: O PROVIDE 5 YEAR PARTS AND LABOR WARRANTY ON ALL COMPRESSORS, 1 YR PARTS & LABOR ON ALL OTHER PARTS. O PROVIDE 5 MINUTE TIME DELAY ON CONDENSING UNITS COMPONENTS. O PROVIDE COMPLETE CONTROL SYSTEM ON -OFF -AUTO, HVAC CONTRACTOR PROVIDING AND INSTALLING ALL CONTROLS, CONDUIT, AND WIRING, ETC.O O4 PROVIDE STARTERS, RELAYS, TRANSFORMERS, ETC. AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. , O5 PROVIDE GASKETED SIDE ACCESS FLAT FILTER SECTION, WITH 2" THICK PLEATED MERV 8 FILTERS, PROVIDE SET OF FILTERS IN UNIT AND TWO SPARE SETS OF FILTERS FOR OWNER STOCK. < UNITS IN AREA WITH CEILING WILL HAVE FILTERS IN THE RETURN GRILLE. e O SPLIT SYSTEMS - SIZE REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. SIZE LINES AS REQUIRED TO COMPENSATE FOR LINE LOSS WITH MINIMUM CAPACITY REDUCTION. < INSTALL REFRIGERANT PIPING ACCESSORIES (SIGHT GLASS, FILTER DRYER, SERVICE VALVES, EXPANSION VALVE, SOLENOID VALVE, ETC.). INCLUDES AIR DISTRIBUTION SYSTEM ONLY, < O MOUNT CONDENSING UNIT ON ISOMODE VIBRATION PADS, ANCHOR UNIT STAND OR SUPPORT AS REQUIRED. SEE SUPPORT DETAIL. k 0 ALUMINUM TUBE, ALUMINUM FIN CONDENSER COIL. ` 10 ALUMINUM TUBE, ALUMINUM FIN EVAPORATOR COOLING COIL. K t t WITH MAL STARTER WITH AUXILIARY CONTACTS, AND CONTROLS (SEE CONTROL DRAWING). 12 UNIT WITH FACTORY HEAT SINGLE POINT OF CONNECTION ELECTRICAL. 13 TRANE DX CONDENSING UNIT WITH 2-STAGE COMPRESSOR. 14 15 K t6 TRANE BLOW THROUGH CONSTANT VOLUME CONVERTIBLE AIR HANDLER, WITH RUST -PROOF COMPOSITE CABINET, ACCESS DOORS IN THE FAN AND FILTER MODULES AND RUST -PROOF DRAIN PAN. 17 TRANE TWE DRAW THROUGH CONSTANT VOLUME HORIZONTAL AIR HANDLING UNIT (CEILING MOUNTED), GALVANIZED STEEL CONSTRUCTION WITH ACCESS DOORS IN THE FAN AND COIL SECTION, AND FILTER MODULE (SIDE ACCESS). FAN ASSEMBLY SHALL BE INTERNALLY ISOLATED WITH FACTORY INSTALLED SPRINGS AND RUST -PROOF DRAIN PAN, SUPPORT UNIT WITH VIBRATION ISOLATION. < to WITH TRANE 2-STAGE COOLING 1-STAGE HEAT CONTROLLER. 19 AHU WITH HIGH -STATIC MOTOR OPTION. 2c DUAL -COMPRESSOR, DUAL -CIRCUIT CONDENSING UNIT. Project: MANUFACTURING 13UILDING f OK FUK5UIT 60AT5 5901 5T. LUCIE P LVD. FCKT FIEKCE, FLOKIDA Key Plan 55uee: No.: Date:. Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT SET G. 10/11/19 V.E. REV1510N 2 Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32980 Tal.772.794.2929 Fax.772.562.8600 www.donadlo-orch.com License No. AA0002238 Consultant: cARainRL enra IEepm RSSOLIFITL= 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. 31655 Drawing Title 5CHEDULE5 REVIEWED FORS+ CODE O M P L IAN C E ST. LUCIE COUNTY BOCC Drn: Drawing File: MJ6, ABR, 5AR Chd: XREF File: MG Project No.: Plot File: ,T�S '•fP�t 2018-42 N 1It Sheet No.: M 'i' 11095 Date 5ianed: ' " ' -Off) copyright @ 2019, 0onadio & Assoclatee, Architects, P.A., All Rights Reserved G 0 CL C to X -1 DJ O 0 t5 ILL O m D a Y U N O a` fa c a L) A A( L COOLING/HEATING LOAD SUMMARY t 2 3 PROJECT NAME PURSUIT BOATS EXPANSION PROJECT ADDRESS FORT PIERCE, FLORIDA ZONE I.D. AHU-CU-1 AHU-CU-2 AHU-CU-5 AHU-CU-6 AHU-CU-7 AHU-CU-8 AHU-CU-10 GROSS A/C FLOOR AREA SQ. . 1,849 1,336 3,507 1,490 303 390 4,882 OUTSIDE AIR 'FDB/'FW 92 / 78 92 / 78 92 / 78 92 / 78 92 / 78 92 / 78 92 / 78 INDOOR RELATIVE HUMIDITY -SUMMER 50 50 50 50 50 50 50 INDOOR DESIGN 'FDB SUMMER 75/70 75/70 75/70 75/70 75/70 75/70 75/70 FDB WINTE DIFFERENCE IN GRAINS WATER/LB. DRY AIR 66.2 66.2 66.2 66.2 66.2 66.2 66.2 GRAND TOTAL HEAT GAIN (COOLING) MB 45 36.4 100.5 70.4 41.4 33.1 130.9 TOTAL SENSIBLE HEAT GAIN (COOLING) MB 38.3 31.1 70.2 49.5 41.4 33.1 107.5 TOTAL LATENT HEAT GAIN (COOLING) ME 6.7 5.3 30.3 20.9 0 0 23.4 GRAND TOTAL HEAT LOSS (HEATING) MB 8.6 7.0 12.6 9.6 24.4 7.0 24.2 NOTES: O THIS DATA COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION), 'ENERGY CONSERVATION' CODE REQUIREMENTS. Q SIZING METHOD (I.E. LOAD CALCULATIONS) CONSISTENT WITH SECTION C403 CALCULATION PROCEDURES OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION), 'ENERGY CONSERVATION' AND THE ASHRAE HANDBOOK OF FUNDAMENTALS. O EQUIPMENT SELECTED TO SATISFY CALCULATED LOADS IS CONSISTENT WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 (6H EDITION), -ENERGY CONSERVATION' CODE REQUIREMENTS. Oa HEAT LOSS (HEATING) AND HEAT GAIN (COOLING) CALCULATIONS INCLUDE CONCURRENT OUTSIDE AIR LOADS. HEAT LOSS VALUE EXCLUDES INTERNAL HEAT GAIN CREDITS. Os VALUE LISTED IS DIFFERENCE BETWEEN VALUE AT PEAK SPACE/ZONE/BLOCK LOAD INDOOR CONDITIONS AND CONCURRENT OUTDOOR CONDITIONS. O6 IT IS RECOGNIZED THAT THE SPACE/ZONE/BLOCK LOAD PEAK MAY NOT BE CURRENT WITH SOLAR DESIGN PEAK/EXTERIOR DESIGN CONDITIONS LISTED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS VALUES LISTED HEREIN REFLECT OUTSIDE CONDITIONS EXISTING CONCURRENT TO SPACE/ZONE/BLOCK LOAD PEAK. OUTSIDE AIR COMPLIANCE SCHEDULE - FMC TABLE 403.3 UNIT NO. NET. SQ. FT. NO. PEOPLE OUTSIDE AIR CFM/PERSON OUTSIDE AIR TOTAL OUTSIDE AIR/UNIT (CFM REMARKS AREA SERVED OR CFM/SQ.FT. REQUIRED MINIMUM PROVIDED AHU-1 1,500 O 8 - 5 O 0.06 (D 40 90 130 130 OO AHU-2 1,500 8 - 5 (D 0,06 (D 45O 84 130 130 OO AHU-5 (D 50 5 (D 250 430 - 0.12 (D 180 1,600 00 100 5 (D 500 680 0.12 O 180 AHU-6 1,500 O BATMSFIXTURE50PER (D 1,050 (D HAOU 1,300 PANTRY .OS O 250 s TOTAL E A T C M/ FT. EXHAUST tt 4,085 O 29 10 (D 290 1025 515 m OO - 0,18 O 735 AHU-10 4,882 O 34 - 10 O 0,18 O 340 879 1219 610 to OO TOTAL O/A CFM PROVIDED BY DOAS = 2,985 O OUTDOOR AIR PROVISIONS FOR VENTILATION TO SATISFY VENTILATION RATE PROCEDURE REQUIREMENTS FOR MINIMUMS FOR ACCEPTABLE INDOOR AIR QUALITY AS REQUIRED BY THE FLORIDA MECHANICAL CODE 2017, 6TH EDITION. IF INSTALLED CONSISTENT WITH THE PERMITTED CONTRACT DOCUMENTS. THERE IS NO STATED OR IMPLIED COMPLIANCE WITH THIS STANDARD OTHER THAN FROM A DESIGN STANDPOINT UNLESS "AS -BUILT' DRAWINGS AND TEST & BALANCE DATA HAVE BEEN SUBMITTED TO AND PROCESSED WITHOUT EXCEPTION BY THE ENGINEER OF RECORD PRIOR TO USE AND/OR A CERTIFICATE OF OCCUPANCY BEING ISSUED. O CONTINGENT UPON PROPER MAINTENANCE, OUTSIDE AIR CO2 CONCENTRATION LESS THAN 400 PPM, NO INTERNAL SPACE USE MODIFICATIONS AND/OR INTRODUCTION OF ANY SINGLE SOURCE POLLUTANT/CONTAMINANTS. O OFFICE SPACE. 5 PEOPLE PER 1,000 SOFT, 5 CFM/PERSON + 0.06 CFM PER SQ.FT. O CORRIDORS/STORAGE: 0.06 CFM PER SQ.FT. Os FOOD PANTRY: 0.7 CFM PER SOFT. EXHAUST. O BREAK ROOM: 50 PEOPLE PER 1,000 SQ.FT., 5 CFM/PERSON + 0.12 CFM PER SQ.FT. O GENERAL MANUFACTURING: 7 PEOPLE PER 1,000 SQ.FT., 10 CFM/PERSON + 0.18 CFM PER SQ.FT. O REST ROOMS: CONTINUOUS EXHAUST AT 50 CFM PER PLUMBING FIXTURE MINIMUM (TOILET, URINAL OR SHOWER). O MAKE-UP AIR AND VENTILATION IS TRANSFERRED FROM AHU-5 AND AHU-6. to OUTSIDE AIR IS REDUCED USING ENGINEERED VENTILATION SYSTEM EXCEPTION IN SECTION 403.2. OF THE FLORIDA MECHANICAL CODE, AND AS PER ASHRAE 62 IAQP. BI-POLAR IONIZATION DEVICE INSTALLED IN UNIT TO REDUCE INDOOR AIR CONTAMINANTS AND REDUCE VOCS, SEE AIR PURIFICATION DEVICE SCHEDULP AND CALCULATIONS. tt AHU-9 HAS BEEN DELETED. CONDITIONED O/A IS BEING PROVIDED TO THE SPACE. AIR PURIFICATION DEVICE SCHEDULE Zone Tag S/A Flow O/A Flow GPS Model Quantity Pressure Drop Voltage Watts Mounting Location Notes AHU-10 4,000 600 GPS-IBAR 1 0.051, W.C. 24-240VAC 10 AHU 1 thru 7 1. Basis of Design: Global Plasma Solutions: Approved equals by Airgenics and Bioxgen subject to specification compliance 2. Mount bi-polar ion generator where indicated on schedule 3. If contractor substitutes basis of design with another manufacturer, contractor shall coordinate all electrical and mechanical changes 4. Bi-polar ionization systems requiring perishable glass tubes are not acceptable 5. All manufacturers must pass UL-867-2007 ozone chamber testing by either UL or ETL 6. Provide with integral BAS alarm contacts ►e ZA( A ( AIR DISTRIBUTION PRODUCTS SCHEDULE O DESIGNATION SERVICE DESCRIPTION TITUS NO. REMARKS O CEILING SUPPLY ADJUSTABLE THROW MCD-AA GOOD B CEILING SUPPLY ADJUSTABLE THROW MCD-AA z OO O CEILING SUPPLY ADJUSTABLE BLADE 250-AA 00004 O EXHAUST GRILLE FIXED BLADE 50F 0000 O FILTER -BACK RETURN GRILLE FIXED BLADE 3FFL z 3 s 7 c TRANSFER GRILLE FIXED BLADE 3F 00000 O SIDEWALL SUPPLY DOUBLE DEFLECTION 272FS 0000 u-z INTAKE LOUVER FIXED BLADE GREENHECK EVH-501D o 11 iz EL-1 EXHAUST LOUVER FIXED BLADE GREENHECK ESD-635D 10 11 13 REMARKS: 0 ALL ALUMINUM CONSTRUCTION. O ADAPT FROM NOMINAL NECK SIZE TO DUCT SIZE SHOWN ON FLOOR PLANS. 0 FINISH: FACTORY APPLIED ENVIRO-THANE, WHITE. O WITH SURFACE MOUNT BORDER. 0 LAY -IN CEILING MODULE WITH BORDER TYPE FOR INSTALLATION INTO LAY -IN CEILING GRID. O WITH SURFACE MOUNT FRAME. 0 NOMINAL NECK SIZE. O O INSTALL RETURN PLENUM (SAME SIZE AS NOMINAL NECK SIZE) ON RETURN AIR REGISTER OR TRANSFER GRILLE, ADAPT TO DUCT SIZE SHOWN ON FLOOR PLANS. O ALL ALUMINUM CONSTRUCTION. o ALL ALUMINUM CONSTRUCTION WITH FLANGED FRAME, FACTORY HI -PRO POLYESTER (COLOR TBD) COATED ALUMINUM FACTORY FINISH FOR ENTIRE ASSEMBLY INCLUDING SCREENS, FLANGES, DAMPERS, ETC. - MIAMI-DADE NOA#15-0415.05. 11 WITH FACTORY SST BIRD SCREEN. z WITH FACTORY STAINLESS STEEL DAMPER SHIPPED SEPARATE WITH MODULATING DDC NEMA 1 24V MOTORIZED CONTROL DAMPER LOCATED INTERIOR TO BUILDING. 13 WITH FACTORY STAINLESS STEEL BAROMETRIC DAMPER INSTALLED IN PLENUM THROAT AT BACKSIDE OF LOUVER. Global Plasma Solutions 10 Mall Terrace, Building C Savannah, GA 31406 Phone. (912) 356-0115 Fax: (912) 356W0114 /+ G i¢ ce' S EmaiL info(irglobalplasmasolutions.com Web: www.globalplasmasolutions.com VERSION 1.6 ASHRAE 62.1-2013 running Zone Table 6A Table 6.2 Outdoor Air to Max OA per Table 6./ Pato Az' Re Ventilation Zone (CFM) with Zone Floor Area (square In Occupancy Occupant cfmRt2 Effectiveness Ez correction Zone Tag Facility Type Zone Use Az Pz Rp Re Pz • Rv At ` Ra Ez Vbz1Ez) AHU9&10 Miscellaneous Spaces Wood or Metal Shop 4,500.0 32.0. 10.0 0.18 320 810 Lo 1130 -; CAresumed oar VRP Zone Height (feet) 25 Desired Outside Air (Vol IAQP 600 Supply Air (Vs}- 4,000 Return Air (Vr) '. 3400 Racine. Flow Factor (R) 035 Ventilation Effectiveness (Ez) 1.0 Level of Physical Activity standing (desk work) Filter Location B HVAC Flow Typo Constant Outdoor Air Flow Type Constant < < 1 If VRP OA CFM pe per rson 3 IAQ OA CFM per parson 1 a.8S3 Air Changes Per Hour 2.1 Outside Air Per VRP 1130 CFM Outside Air Per IAQ 600 CFM Winter Heating Savings Outside Air Savings 530 CFM OA Summer Drybuth 91.0 OA Winter Design DB IF) 44 OA Summer Wetbulb 79,0 « Supply Air DB SetpoEnt IF) a5 MBH Saved Winter 23 6 KW Saved Winter 6.9 I Call Leaving Air Orybulb (F) 55,0 Coil Leaving Air Wetbulb (F 55-0 ' OA MBH Saved Summer' 46A CA Tons Saved Summer* 3.8 (' *OA = Outside Air Steady State Steady State Is Steady State Level Contaminant •^'OSHA, NIOSH & WHO most conservative values used Indoor Contaminants Using the VRP* Using the ll Method Acceptable at Reduced Generation Filtration Cognizant _ t1 :1tvNrw.g„dc,gmLn1WZh/npgltM§ynA html Generated By People Maximum Threshold Value (Prescribed OA) (Reduced OA) OA Levels? Rate Effectiveness Authority*** I Carbon dioxide** &From Outdoors (PPM) Plasma OH Plasma On (PPM) Acetaldehyde 100a 0.01110 0.00145 Yes 0.00048 50% OSHA 0000 Acetone 250.0 0.00145 0.00026 Yes 0A0654 50°h NIOSH ', I Ammonia 25,00 0.00780 0.00321 Yes 0.21460 50% NIOSH $000 50p0 '.. Benzene 1,0000 0.00251 0.00033 Yes 0,00022 50% OSHA 2- Butanone MEK _ 200.0 0.00014 0.00003 Yes 0.00133 50% NIOSH 4000 Carbon dioxide- 5000 640 942 Yes 441 0% NIOSH Chloroform 2.0000 0.00011 0.00001 Yes 0.00004 50°10 NIOSH g0p0 '.. Dioxane 100.0 0.00000 0.00000 Yes 0.00000 50% OSHA Hydrogen Sulfide 10.0 0,00000 0.00000 Yes 0.00000 50% NIOSH 2000 '', l Methane NA 1.68094 1,68094 Yes 0.00000 0% 1 NA aCarbon '.. Methanol 200.0 0,00000 0.00000 Yes 0.00000 0% NIOSH Iwo 640. 942 dioxidO* I Methylene Chloride 25.0 0.00073 0.00011 Yes 0.00121 50% OSHA Propane 1000.0 0.00998 0,00998 Yes 0.00000 0% NIOSH Tetrschlomethane 5,0000 0.00000 0.00000 Yes 0.00000 50% OSMA 1 2 s 1 T&Iachioroeth Jena 100.0000 0.00037 0.00005 Yes 0.00001 50% OSHA Toluene 100.0000 0.00532 doo070 Yes 0.00032 50°/ NIOSH 1 = ASHRAE & NIOSH CO2 Limit 1 t,1,t - TrichEprcetfiaae 350.0000 0,00075 0.00010 Yes 0100058 50% NIOSH 2 = CO2 Level at Ventilation Rate OA Flow Rate iXylene 100.0000 0.00230 0,00030 Yes 0.00000 50% OSHA 3 = CO2 Level at IAQ Procedure OA Flow Rate "Carbon dioxide has been provided for reference only for gathering demand control Budding materials and furnishings assumed to have no VOCs and off -gassing is complete Is IAQ acceptable at reduce ventilation (DCV) setpoints. The National Research Council was commissioned by All yellow shade d b0xea requireusar id ut ar review. outside air levels? Yes : the US Navy to prove CO2 is not a contaminant or concern when using air purification I to control the other contaminants of concem, as found on submarines. GLOBAL PLASMA SOLUTIONS INDOOR AIR QUALITY SOF7WAREC9 COPYRIGHT 2008 GLOBAL PLASMA SOLUTIONS, LLC - ALL RIGHTS RESERVED I UNAUTHORIZED USE OR COPYING STRICTLY PROHIBITED 7M al2019 PURSUIT BOAT FACTORY ve E Tedd Jagu117 Michael OEM, I IMC 2006 & later allows for ASHRAE 62 IAQP through the engineered exception found in Section 403.2 Exhaust flow rates may differ from Table 6.5 based on ASHRAE 62 IAOP via Section 6.5.2 I Project: FROF05ED MANUFACTURING DUILDING I OK FUK5UIT BOATS 3901 5T. LUCIE BLVD. FOKT FIEKCE, FLOKIPA Key Plan 155Ue5: No.: Date: Deecription: A. 07/12/19 BID SET 13. 07/18/19 PERMIT 5ET C. 10/11/19 V.E. REV15ION z Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.donadio-arch.com License No. AA0002238 0 a CRRCDInf:IL enctineeR no ASSUCtFll 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: 5CHEDULE5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drn Drawing File: MJB, ASR, 5AR "SM: XREF File: MG *' `$ Project No.: Plot File: 2016-42 .tt Sheet No.: Date 51gnee: M _ OC M Sop,,,,ht © 2019, [), a,, o 8 Aseociatee, ArrhRecGe, P.A., All 2lghts ReserveA Project: ;7 TYPICAL INSTALLATION DETAILS OA RETAINING ANGLES: MINIMUM 1-1/Yx1-1/Yx0.054"(16 GA.). RETAINING ANGLES MUST LAP STRUCTURAL OPENING 1" MINIMUM AND COVER CORNERS OF OPENINGS. O CLEARANCE: 1/8" PER LINEAR FOOT BOTH DIMENSIONS (SEE NOTE 1 BELOW). 1/4 MAXIMUM. PER SIDE (1/Y" TOTAL MAXIMUM.). OC STEEL SLEEVE: GAUGE AS REQUIRED PER MANUFACTURER'S INSTRUCTIONS,16 GAUGE TYPICAL. OD U.L. CLASSIFIED "DYNAMIC' APPROVED FIRE DAMPER (CURTAIN OR BLADE TYPE). 165F FUSIBLE LINK UNLESS OTHERWISE INDICATED. O SECURE RETAINING ANGLES TO SLEEVE ONLY ON 8' CENTERS WITH NO. 10 STEEL SCREWS. INSTALL SCREWS WITHIN Y FROM CORNERS OF DAMPER. O SECURE DAMPER TO SLEEVE ON 8' CENTERS WITH: 1. 1/2' LONG WELDS OR 2. 1/4' BOLTS AND NUTS IN HOLES PROVIDED, OR 3. NO. 10 STEEL SCREWS OR 4. MINIMUM 3/16' STEEL RIVETS O CONNECT DUCT TO SLEEVE AS REQUIRED BY THE MANUFACTURER. OINSTALL ACCESS DOOR(S) OR PANELS) AS REQUIRED FOR PROPER SERVICE AND INSPECTION. DOOR MUST BE LARGE ENOUGH TO CHANGE LINK AND NOT REQUIRE USE OF TOOLS (CEILING/SHAFT AND DUCT ACCESS). OJ EDGE VAPOR SEALED AND SECURED EXTERIOR INSULATION TO PREVENT CONDENSATION. INSULATION PER SPEC. OK DAMPERS SHALL BE GREENHECK MODEL DFD-15OX STYLE -If, 1 1/2 HR U.L. LISTED, DYNAMIC. OL CONTRACTOR SHALL COORDINATE WALL OPENINGS AND WALL FRAMING PRIOR TO THE START OF CONSTRUCTION. NOTES: @ FIRE DAMPER SLEEVE CLEARANCE WITHIN WALL OPENING. CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING IS BASED ON 1/8" PER FOOT OF WIDTH (OR HEIGHT) UNLESS OTHERWISE STATED IN THE LISTING OF THE ASSEMBLY. THE SLEEVE MAY REST ON THE BOTTOM OF THE OPENING, AND NEED NOT BE CENTERED. (FRACTIONAL DIMENSIONS SHALL BE TAKEN AS THE LARGEST WHOLE FOOT.) THE SLEEVE IS RETAINED IN THE WALL OPENING BY THE USE OF STEEL RETAINING ANGLES. THESE MUST OVER -LAP THE EDGE OF THE FRAMING BY A MINIMUM OF ONE(1) INCH OVER AND BEYOND ALL MATERIAL IN THE OPENING. THIS MEANS THAT THE MINIMUM WIDTH OF THE RETAINING ANGLE WOULD BE 1-3/8 INCHES (GOOD PRACTICE CALLS FOR AN ADDITIONAL SAFETY FACTOR BY MAKING THE ANGLE IN THIS 1-1/2 INCHES WIDE.) OBSERVE AIRFLOW DIRECTION OF DAMPER. THE DIMENSIONS REQUIRED FOR THE OPENING SHALL BE THOSE REMAINING AFTER THE OPENING HAS BEEN FRAMED AND FIRE RESISTIVE MATERIALS PROVIDED WHERE REQUIRED. THE FIRE RESISTIVE MATERIALS SHALL BE EQUAL TO THE REQUIREMENTS FOR FIRE RESISTIVE MATERIALS USED IN THE CONSTRUCTED WALL SO THAT A CONTINUOUS RATING EXISTS AT THE WALL PENETRATION. THE CONTRACTOR ERECTING THE WALL IS RESPONSIBLE FOR PROVIDING THE FIRE RESISTIVE MATERIAL AND CORRECT SIZE OPENINGS TO ACHIEVE THE REQUIRED CLEARANCE. O2 MANUFACTURER'S INSTALLATION DETAILS THE FIRE DAMPER MANUFACTURERS' INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THE ABOVE DETAILS WHERE APPLICABLE. Q CAULKING REQUIRED ON FIRE DAMPERS AND FIRE/SMOKE DAMPERS, RETAINING ANGLES, SEAL ANGLES TO DUCT AND WALL AND TO OTHER ANGLES, WITH A THIN BEAD OF CAULKING, SMOKE TIGHT. Q FUSIBLE LINKS PER MANUFACTURER'S INSTRUCTIONS. (165 -F. UNLESS OTHERWISE INDICATED.) Q PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT THE FINAL INSPECTION. 0 INSTALL IN COMPLIANCE WITH U.L. 555. 07 INSTALLATION FOR TYPE "B" DAMPERS, TYPE "P" AND "C" AND HORIZONTAL INSTALLATION SIMILAR. 06 ALL FIRE, FIRE/SMOKE DAMPERS TO BE DYNAMIC UNLESS. Q S-TYPE BREAK -AWAY JOINT OR U.L. APPROVED "DUCT -MATE' FLANGE JOINT IF APPROVED BY FIRE DAMPER MANUFACTURER. o INSTALLATION SIMILAR FOR FIRE/SMOKE DAMPER. o A 7mum 2 00 7 D DUCT GMAX. ( \ )1YPICAL FA. SIDE U DO NOT NOTCH ANGLES, ORDER SLEEVE LENGTH TO ALLOW FOR WALL THICKNESS AND PROPER MOUNTING OF ANGLES. OVER LAP ANGLES 12" X 12" MINIMUM SIZE (OR 12" BY DUCT HEIGHT), ON FIRE LINK SIDE OF DAMPER. TYPICAL FIRE DAMPER INSTALLATION DETAIL N.T.S. (SYMBOL --A) DUCTWORK SYMBOL LEGEND RECTANGULAR (DOUBLE LINE AND SINGLE LINE REPRESENTATIONS) VD VD DUCT HEATING BRANCH TAP OFF MAIN W/45' ENTRY COIL COLLAR AND DH — MANUAL DAMPER FT FB FLAT TOP, BOTTOM TRANSITION (CONCE4-S UNLESS 5-_571 ELBOW UP (SUPPLY) OTHERWNSEI INDICATED) ELBOW DOWN (SUPPLY) SPUTTER DAMPER 12X6 12X6 �� RECTANGULAR DUCT (W X D) S.D. S.D. ROUND 4S..D. SPUTTER DAMPER SD ELBOW W/ DOUBLE THICKNESS S IXII �_Z CLG. TYPE SUPPLY REGISTER TURNING VANES (TYP. ALL ELBOWS) C TL�I CLG. TYPE RETURN OR EXHAUST REGISTER RADIUS ELBOW R-1 1/2 W �, MANUAL VOLUME DAMPER (OPPOSED BLADE) V.D. FLEXIBLE DUCT HANGER STRAPS: 1Yz"x 22 GAUGE, INSULATED, MAXIMUM 4 SUPPORTED FROM STRUCTURE ABOVE, FEET, UNLESS OTHERWISE INDICATED, NO NOT SAG 1 OR KINK _ ROUND 'SNAPLOCK" SHEET METAL FOR RUN —OUTS GREATER THAN 4', WITH 2" WRAP INSULATION. AN APPROVED EQUAL IS "SPIRO—PIPE" TAPE AND MASTIC OUTER JACKET (TYPICAL) MINIMUM RADIUS EQUAL TO THE FLEX DUCT DIAMETER MAXIMUM ` DUCT RUN WRAP INSULATION W/ VAPOR BARRIER (TYP.) ABOVE THE CEILING DIFFUSERS STRAP SUPPORTS (11h" WIDE x 22 GAUGE) TO PREVENT SAGS AND KINKS IN FLEX BAND CLAMP AND THREE SHEET METAL SCREWS THROUGH HELIX OF FLEXIBLE DUCT LINER ad NOTE 3 ____7�, NOTE 13 CEILING REGISTER WITH RADIATION FIRE DAMPER, SEE DETAILS 1. DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA, AND THE ENERGY CODE. 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE SUBJECT TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. 3. FLEXIBLE DUCT CONNECTORS MAY BE PROVIDED WHERE INDICATED. IF SPACE CONDITIONS PERMIT, OTHERWISE USE RIGID DUCT. 4. ELBOWS SHALL BE SQUARE NECK (SAME IN OUT DIMENSION) WITH 2" DOUBLE THICKNESS TURNING VANES. 5. OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SHALL NOT EXCEED 30'. A RADIUS HEEL SHALL BE PROVIDED ON 30' OFFSETS. SMALLER OFFSETS SHALL BE MITERED AT BOTH THE HEEL & THROAT. 6. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). 7. INSULATION SHALL BE NFPA 90 APPROVED. 8. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45' ENTRY TYPE PER SMACNA FIGURE 2-10. 9. ROUND DUCT CONNECTIONS SHALL BE WITH "METAL MANUFACTURING COMPANY' MSI-6 SPIN —IN FITTINGS, WITH 90' SCOOP, DAMPER AND HANDLE OR APPROVED EQUAL. MARK LOCATIONS OF HANDLES. 10. FLEXIBLE DUCT: SEE SPECIFICATIONS. 11. ALL TAPE SHALL BE FASSON 0810 SMACNA APPROVED. 12. SEAL ALL SUPPLY, RETURN & OUTSIDE AIR DUCTS AIR TIGHT. 13. SEAL INSULATION AIR TIGHT WITH DUCT TAPE (TYPICAL THROUGHOUT JOB). 14. NO FIBEROUS MATERIAL (INSULATION) SHALL BE PERMITTED INSIDE DUCTWORK. ALL DUCTWORK SHALL BE METAL WITH EXTERNAL INSULATION (INCLUDING FLEXIBLE DUCT). MAIN AND BRANCH DUCT DETAIL N.T.S. BRANCH FLEX DUCT BRANCH DUCT VD (SYMBOL VD E� S/A MAIN DUCT (SYMBOL) MAIN DUCT NOTES: 10 AIR COOLED CONDENSING UNIT 2 FLEXIBLE CONNECTION 3 SUCTION LINE O O4 CHARGING VALVE OSIZE PER MANUFACTURER'S RECOMMENDATIONS. 60 LIQUID LINE 50 ODRIER 80 GLOBE VALVE 90 DISTRIBUTOR I AIR HANDLING UNIT DX COIL THERMAL EXPANSION VALVE W/ EXTERNAL EQUALIZER 148 DOUBLE PORT SIGHT GLASS SOLENOID VALVE a15 PROVIDE SUCTION LINE ACCUMULATOR 16 MODIFY AS REQUIRED BY AHU/CU MANUFACTURER. TYPICAL REFRIGERANT PIPING DIAGRAM N.T.S. ROOF MOUNTED EQUIP U fis „ • GENERAL NOTE: ❑A PRE —MANUFACTURED, PRODUCT APPROVED STANDS BY R.M. ENTERPRISES, AVCOA CORP. OR EQUAL ARE ACCEPTED WHEN INSTALLED & SECURED IN ACCORDANCE WITH PRODUCT APPROVAL. SUBMIT SHOP DRAWINGS AND PRODUCT APPROVAL. �B SECURE EQUIPMENT TO PRODUCT APPROVED, PRE —MANUFACTURED, STAND AS RECOM— MENDED BY MANUFACTURER, AS A MINIMUM, OR AS LISTED BELOW. DETAIL NOTES: 0 PERMANENTLY MOUNTED ROOFTOP EQUIPMENT SHALL BE INSTALLED HAVING CLEARANCES WITH A MIN. BETWEEN THE ROOF SURFACE THE SUPPORT FRAME OF FOURTEEN (14") INCHES FOR EQUIPMENT WIDTH: 24"< 36"— 18" CLEARANCE 36"< 48"— 24" CLEARANCE 48"< 60"— 30" CLEARANCE 2 60" 48" CLEARANCE Oz HURRICANE TIE —DOWN THRU VIBRATION ISOLATION (MIN. TWO PER SIDE, FOUR PER UNIT) MAXIMUM 48" O.C. 0 1/4" PLATE WELDED, MIN. 3/8" BOLT. 0 DOUBLE NUT W/ LOCK WASHER. FENDER WASHERS TOP AND BOTTOM. 0 SECURE EQUIPMENT TO SUPPORTS. VERIFY EXACT LOCATION MODIFY AS REQUIRED TO ACCOMMODATE EQUIPMENT AND CLEARANCE REQUIREMENTS. MAINTAIN MINIMUM 24" CLEARANCE FROM ADJACENT EQUIPMENT. SEE STRUCTURAL DRAWINGS. FOR EQUIPMENT SUPPORT, ATTACHMENT TO ROOF, WIND LOAD ANALYSIS AND SUPPLEMENTRY EQUIPMENT TIE —DOWNS AS MAY BE REQUIRED. Os 11-V WIDE x 20 GA. GALVANIZED METAL STRAP WITH #8 TEK SCREWS (MINIMUM 4'4" LONG) EACH SIDE (TYPICAL AT 4'-0" ON CENTER AND FOUR CORNERS.) SECURE EACH STRAP TO EQUIPMENT WITH MINIMUM (2) SCREWS AND EACH STRAP TO SUPPORT MINIMUM (2) SCREWS. SECURE VIBRATION ISOLATION WITH CONSTRUCTION ADHESIVE ON ONE SURFACE. Oi VIBRATION ISOLATION (3x3xV2) MINIMUM 4 PER UNIT. DOUBLE RIBBED/WAFFLE EMBOSSED NEOPRENE PAD. KORFUND "ELASTO—GRIP", VIBRATION MOUNTINGS "SHEAR —FLEX" OR EQUAL. (� PROVIDE VISUAL SCREENS AS REQ'D BY ARCHITECT. PROVIDE GUARDS WHERE APPLICABLE PER FLORIDA BUILDING CODE (2017) — MECH 304.11 SECURING OF EQUIPMENT TO SUPPORTS N.T.S. 3 tt t 2 5 3"MIN. CD F SLOPE —"/FT. f 1. ROUND NOTES: Oi CONDENSATE DRAIN PIPING BY PLUMBING CONTRACTOR. 0 CONDENSATE DRAINS FROM A/C UNITS SHALL BE ADEQUATELY INSULATED IN ATTICS AND CRAWL SPACES AND WHEREVER DAMAGE TO PROPERTY OR EQUIPMENT MAY RESULT FROM SWEATING. O UNION (TYPICAL)@ O FLOAT SWITCH WHEN USED INSTEAD OF OR IN ADDITION TO AUX. DRAIN LINE SHALL BE WIRED TO SHUT DOWN THE AIR CONDITIONING SYSTEM WHEN THE FLOW SWITCH OPENS. ALL ITEMS AND INSTALLATION BY AIR CONDITIONING O CONDENSATE DRAIN, SEE PLAN FOR SIZES. Q P—TRAP (3" MIN. WATER SEAL). O FLOAT SWITCH INTERLOCK WITH A/C UNIT. O AUXILIARY DRAIN PAN MIN. 24 GA., GALV. STEEL, WATER TIGHT. 0 !"0 REMOVABLE THREADED PLUG OR DRAIN COCK. to MATERIALS AND INSTALLATION TO BE AS INDICATED AND PER AUTHORITY. HAVING JURISDICTION. tt REMOVABLE VENTED CAP.O TYPICAL AIR HANDLING UNIT DRAIN PAN & CONDENSATE TRAP DETAIL N.T.S. 1 ROF'05EP MANUFACTURING 13UILDING FOR FU125UIT DOAT5 5901 5T. LUCIE 13LVP, FOKT FIERCE, FLOKIPA Key Plan Issues: No.: Date: Description: A. 07/12/19 DID 5ET D. 07/18/19 PERMIT SET C. 10/11/19 V.E. REV1510N z Architect: Consultant DONADIO & Associates, Architects P.A. 509 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fox.772.562.8600 www.donadio—orch.com License No. AA0002238 Ma cARoinflL emwme inG FissucmTEs InC. 575 NVV 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: DETAILS „1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drn: Drawing File: MJ13, A5R, 5AR Chd: XREF File: MG :Project No.: Plot File: 2015-42 5heet No iiirr Date signed: — O P Copyright © 2019, 0ona410 & Associates, All Klg It- Ke-M A OVERALL AREA OF WORK - FL00R FLAN Scale: 1 /16"=1'-0" Project: FROF05ED MANUFACTURING DUILDING FOR FUK5UIT D0AT5 3901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan le5ue5: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/15/19 PERMIT 5ET C. 10/11/19 V.E. REVISION Al Architect: DONADIO & 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: 4. CRRDinRL encineeRm 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: OVERALL AREA OF WORK PLAN Job North REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC • �� E Drn: Drawing File: S , 9 Z WD, ASR, 5AR 2 Did: XREF File: MG • �yS fj��* `� Project No.: Plot File: NV,1 2013-42 SRO •.......... \'nk 11151heet No.: MECFiP,yyA Date 5161ned: M ^ 01 C,, yrght © 2019,'Jonadlo & Aseoclate&. Architect&. 4A_ All Right& Re&erved i i - I r ........... ... 1/�— --- ----- i- -- -- - ---f — --- - - - - - ---— - -.... fa 1' 7I — \r �-------- — I I h N N U_ O 2 a Cl) V V N N O I I i rT I I'' i %nr _.... . ��/ Architect: 1 LIP/ DONADIO & 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: C■ ■.r►Din ■L.. encinEER1110 RSSOCIRTES Iris. 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 1 itle: OVERALL AREA OF WORK PLAN job North REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY .. , Drn: Drawing File: E S ' ., 91z M2, A5F, 5A �Chd: XKEF File: MG * ;Projec~ t No.: Plot File: MTE�QfjFf `� 2018-42 I[TP�,`' 5heetNo,: s' . a�� Date Signed: M-02 Copyright © 2019, DotlMo & Associates, Architecrs, P.A., All K[,ht Reoeme 200 14/14 a„ — i, VD 14/10 vD -- '; va +-- VD 14/14 VD 18/1 8/18 vD 20/18 S/A F 8x8 T +---- i VD . VD VID LLIal I l . xi I U _ a) rn -� t r I I I CL �. N ._L................ m v'I L m o_ U 2 0- ..._-_ k XXX,,.XXX X..: kX X „k,k K n�.kX XX X,. k.X XXXX X Y,L;. ..71,y„�..k.aY,k x,.YXX xxXXkxk..XckkKxX j_ :, XXX.XX7 X_XX: XX., XX..- XX. XX i X... y , X.X ' .,�.Xk..d,.�XX,x.1,XX,xXXX I.,�X->,'.k ,1Xu, t..�-,tx,(( ,..,X.X.,.kCk,s i I,AMiN LAMINATION ... T ` ' t ( k ._ .. 05 .r'r I 01 OFFICE/RE-TKOCIM/FTEAK ROOM FLAN Scale: 1/4"=1' D" 10 Project: FKOf 05ED MANUFACTURING DUILDING FOR FUK5UIT BOAT5 3901 5T. LUCIE BLVD. FOKT FIEKCE, FLOKIDA Key Plan 155ue5: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET C. 10/11/19 V.E. REVI5ION 2 4 t IVA Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Faz.772.562.8600 www.donadio—orch.com License No. AA0002238 Consultant: Pa 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengi'neers.com CA LIC. 31555 Drawing Title: ENLARGED PLAN - OFFICES, BREAK ROOM, RE5TROOM5 RFVIFwFn FOR Job North CODE COMPLIANCE ST. LUCIE COUNTY 11 EOCC Drn: Drawing, File: r MJ5, A5R, 5AK GF& XKEF File: 7 � MG Project No,: Plot He: _ d ' •. RI ,AA{(�(�`�C ���\ 2015-42 Sheet Na: MECH T'Tia����`y285 Date Signed: M —05 6opyroht (0) 2019, D mJ o &Associates, Archltecth, P.A., All RIgMe Fxse, A 1L_z 48"x48'L 2,985 y li L_ 11 1 /%r �% OAHU-1 1 1 1 20/20 O/A i 18"0 O/A 16"0 O/A FD 1{ 12"O'?O/A WITH MVD, i� BALANCE TO 515 1 UPHOL5TER'( 78 J V m 00 00 N ELECTRICAL A55EMel Y L i9 i �161 TF--TT" }{ lI _ y O16"x8" H 515 Tj c 14"x14" 4-WAY 515 ' I I __. ........................ 07 I a I ri I r c, � r,k_�.x kx„�r'7kxXx�J7_:,rxuYz�X).Ac.x[ I 01 WIRING HARNE55 A55EM13LY/UFHOL5TEKY ROOM FLAN Project: FROF05ED MANUFACTURING P UILDING FOR FUK5UIT 60AT5 5901 5T. LUCIE P LVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID 5ET D. 07/18/19 PEKMIT 5ET C. 10/11/19 V.E. KEV15ION 2 i Irk i �r"r4 x �ryli ( Architect: w `1�Jvv`609 17th,Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.donadio—orch.com License No. AA0002238 Consultant: CRRDmRL �{ }{, enG114emim ASSOCIPITIES mr- 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 FLAN -ELECTRICAL/ UFHOL5TERY 51WVIEWED FOR Job North CODE compLIANC ST. LUCIE COUNTY `I BOCC YI pEL GRq i j• ••�\IN ,Drn: Drawing File: 999 t - � MJB,A5R,5AR C;. i- X •Yhd XREF File: * * MG T � $Froject No.: Plot File: %, 2018-42 +(✓j} 5heetNo.: �SS�ON����,ill lilt 4..9% MECH. P.�'Pdo,,,,, 7�tfi Date Signed: M-04 6opynght Q 2019, Donadlo & Azeodatea, Arohltects, P.A., All Rlghe RrF.m,,d IProject: FROF05ED REFRIGERANT LINES 3/4" SUCTION ���111JJJ -%" LIQUID REFRIGERANT LINES 7/e" SUCTION W' LIQUID N a1 U O a m LO v 41 0 3 0 m 0 N w w , U c L U a) m u, sz Cal m L a rn m m U fa 3 C m Cu 0 m a m U C (0 L a) a 0 0 w 0 N C O_ X w 0 U Cu w 0 m a N U U 0- m c 'o U I a t CU-10 I (2) %" LIQUID 01 CONDEN5ING UNIT LAYOUT - FLAN Scale: 1/4"=1'-0" a t CU-7 02 ELECTRIC ROOM "A" - FLOOR FLAN Scale: 17 =1' 0" 4 1 CUCUB 3 ?rc N flGERANT LINES: Y4 SUCTION— /o_' _rr -%" LIQUID 03 E 24/8 ♦ ; 0"x2 200 CROOMI'D" -F rn REFRIGERANT LINES (2) 1-1/8" SUCTION (2) th" LIQUID DRAWING NOTES: Ot INSTALL CONDENSING UNIT ON EQUIPMENT STAND INSTALLED AT LOWER ROOF SECTION. STAND SHALL BE COMPATIBLE WITH METAL BUILDING STRUCTURE AND ROOF SYSTEM AND ALSO MUST INCLUDE PRODUCT APPROVAL OR BE CUSTOM DESIGNED, SIGNED, AND SEALED BY A FLORIDA REGISTERED P.E. COORDINATE EXACT STAND LOCATION, NUMBER AND SPACING OF LEGS, ATTACHMENT METHOD, ETC. WITH STAND MANUFACTURER'S APPROVAL DOCUMENTS, METAL BUILDING STRUCTURAL AND ROOF SYSTEMS AS REQUIRED. (1 PROVIDE SHEET METAL REFRIGERATION LINE COVER SEALED WEATHER TIGHT. PAINT AS DIRECTED BY ARCHITECT. TYPICAL WHERE SHOWN. O PROVIDE SAFETY RAILING AT ROOF EDGE. SEE ARCHITECTURAL AND/OR METAL BUILDING DRAWINGS. O CONDENSING UNIT INSTALLED ON LOWER WEST ROOF. SEE ARCHITECTURAL/METAL BUILDING ROOF PLAN. COORDINATE UNIT WEIGHTS AND LOCATIONS PRIOR TO ORDERING EQUIPMENT. Os SUPPORT REFRIGERANT PIPING FROM ROOF AT MAX. 48" O.C. AND EACH CHANGE IN �) DIRECTION. SEE DETAIL. TYPICAL WHERE SHOWN. O INDICATES ELECTRICAL CLEARANCE REQUIREMENTS. O STACK PIPING ON WALL VIA UNI-STRUT WALL BRACKET. SHOWN ON PLAN FOR CLARITY. COORDINATE WITH METAL BUILDING AND STRUCTURE. TYPICAL WHERE SHOWN. O EACH CONDENSING UNIT INCLUDES A SINGLE REFRIGERANT CIRCUIT WITH (1) SUCTION LINE, (1) LIQUID LINE, (1) HOT GAS LINE, AND (1) HOT GAS RETURN UNE. COORDINATE HOT GAS SIZES WITH MORGANIZER PRIOR TO ORDERING MATERIALS. R FLAN :ale: 1 /4"=1'-0' MANUFACTURING DUILDING FOR FUR5UIT DOAT5 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Flan le5ue5: No.: Date: Description: A. 07/12/19 BID 5ET 13. 07/18/19 FEPMIT 5ET G. 10/11/19 V.E. KEV15ION Architect: 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 Da CARDhnRL enimF•IEEFdBFti'a 9 - OC[FITES 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: ENLARGED PLAN - CONDEN5ING UNIT PLAN, ELWEVIEWW FOR N5 Job North CODE COMPLIANCE ST. LUCIE COUNTY BOCC UE S,''•.,ry ' _ Drn: Drawing File: MJ6, A5R, 5AR 1 Chd: XREF He: * MG F \`� Project No.: Plot File: 2013-42 Sheet No.: Date Signed: M — 05 Copyright 9 2019, "oKa6o & Asrooiatee, Architects,', A., All Rights Keserved Project: FROf 05ED MANUFACTUKING 13UILDING FOK PU R5 U IT BOATS 5901 5T. LUCIE BLVD. FORT PIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/15/19 PERMIT 5ET C. 10/11/19 V.E. REVJ510N 1 Architect: I �J DONADIO & Associates, Architects P.A. 609 nth Street Vero Beach, FL 32960 Tel.772.794.2929 Fax.772.562.8600 www.donadio—orch.com License No. AA0002238 Consultant: Pa C: ■Ro n ■L EtiC" nEEF inc;e ASSOCISTES 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 THIS SHEET DELETED REVIEWED FOR Job North CODE eeMPLIANCE ST. LUCIE COUNTY BOCC Drn: Drawing File: fl MJB, A5R, 5AR Ch& XREF File: • ; MG �'• `Q Project No.: Plot File: 2018-42 5heetNo,: Q/ Pate5igned: M-06 Copyright 0 2019, 9onadln & AssociaYas, ArcVrlteris, P.A., All Rights Rgservecl Project; m U C L U N I� 0 fN C @ n X W O U @ LL m 0 m z a N U N O v `13 U 2 0AHU-1 UNIT - 5ECTION AHU-10 UNIT - SECTION 5 03 f ARTIAL WEST ELEVATION Scale: 1/4"=1'-0" FROF05ED MANUFACTURING 13UILDING FOR FUK5UIT DOAT5 5901 5T. LUCIE P>LVD. FORT FIERCE, FLORIDA Key Plar Issues: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PEKMIT 5ET C. 10/11/19 V.E. FEV1510N Architect: r �l11I�. a CRRD ■■ A RL enGhlEERInG RSSOCIRTES iI"&C. 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: 5ECTION5 AND ELEVATIONS Drn: Drawing File: — MJ5, A5R, 5AR O CM: XREF File: J MG Project No.: Plot File: 2018-42 Sheet No,: FtFL�UIQQ�, P111, Date Signed: Copyright 9 2019, Donadio & Associates. Architects, P.A.. All Zighta ReaervtJ Project: PLUMBING GENERAL NOTES: A :771. WASTE AND VENT PIPING PIPING SHALL BE DWV PVC, SLOPE HORIZONTAL WASTE PIPING AT 1/8" PER FOOT FOR PIPING 3" 0 AND LARGER, AND AT 1/4" PE 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 25/60 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 ARCHITECT'S 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 CHARGE , AND SH ALL INCLUDE WITHOUT ADDITIONAL ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COM PLETED D BY TH E CONTRA CTOR, 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 R THE MORE SHOWN THAT ARE REQUIRED TO COMPLETE WORK SHOWN IS FOUND AFTER BID HAS BEEN AWARDED CONTRACTOR IS RESPONSIBLE FOR 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-Al 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 1-114" TOP SPUD. AMERICAN STANDARD #6601.012 "LYNBROOK". FLUSH VALVE: SLOAN EXPOSED MANUAL FLUSHOMETER, ESCUTCHEON, INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER MODEL #180-1 11 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-7600-100/31SA-D2U501P(G)-44. SET TEMPERATURE AS PER FLORIDA STATE ENERGY CODE REQUIREMENTS, WITH STRAINER AND INTEGRAL CHECK STOPS, ADJUSTABLE CHROME PUNTED WALL/HAND 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 "FLEM-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 (FLOOR/WALL 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 PEDESTALWASH SHALL INCLUDE A GREEN ABS EYE/FACE S PLASTIC 11" (27.9 CM) BOWL, AN AXIONS 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, 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 O 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 SE3C18X18-L-18X 11" SUPER ECONOMY SERIES SINK, WITH THREE 18" WIDE x 18" FRONT TO BACK COMPARTMENTS AT' DEEP, LE DRAIN BOARD, 9" BACKSPLASH, 16 GAUGE, 300 SERIES STAINLESS STEEL TOP AND BOWL, OPTIONAL STAINLESS STEEL LEGS & ADJUSTABLE FEET, RAISED 1-1/2" ROLLED EDGE, AND THREE OPTIONAL 3-112" 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. HB CAST BRASS HOSE BIBB WITH 3/4" MALE NPT CONNECTION, CAST IRON HANDWHEEL, AND TAMPER -PROOF VACUUM BREAKER. FS-1 FLOOR SINK: HEAVY TRAFFIC, 12.25"A2.25" SQUARE TOP WITH 4" DIAMETER OUTLET AND REMOVABLE SEDIMENT BUCKET, CAST IRON BODY WITH DUCTILE IRON GRATE, SERIES 37840 MANUFACTURED BY JOSAM. ADD FUNNELS OR HALF GRATE TO ACCEPT INDIRECT WASTE. COORDINATE TYPE WITH KITCHEN EQUIPMENT SUPPLIERS DRAWINGS PRIOR TO ORDERING. PROVIDE 1/2" TRAP PRIMER RESEAL. GI WATTS DRAINAGE WD-20-L (20 GPM, 40 LBS GREASE CAPACITY) PDI CERTIFIED RECESSED OR FLOOR MOUNTED EPDXY COATED STEEL LOW -ROUGH -IN GREASE INTERCEPTOR WITH GASKETED EPDXY COATED STEEL SKID -PROOF COVER SECURED WITH HEX HEAD CENTER BOLT(S), REMOVABLE BAFFLE ASSEMBLY, DEEP SEAL TRAP WITH CLEANOUT, EXTERNAL CAST IRON FLOW CONTROL FITTING, AND NO HUB (STANDARD) CONNECTIONS. 3" INLET & OUTLET CONNECTION, 34-7/8" L x 22-7/8" W x 11-3/4" H. WCO: WALL CLEANOUTS: LINE TYPE WITH CAST IRON BODY AND PLUG, AND ROUND STAINLESS 51 Ell AGGtSS cUVtK all VVi I n 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 - 10/10 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. INST OCK 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. LEGEND AND ABBREVIATIONS: CD CONDENSATE DRAIN PIPING A WCO I WALL CLEAN OUT 3/4" HOSE BIBB WITH VACUUM -� �- BALL VALVE 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 - I �-- PIPE UNION O SHOCK ABSORBERS "A" DESIGNATES SIZE CHECK VALVE -Do-- GATE VALVE SHOWER HEAD AND MIXING VALVE 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 NTS 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. 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 I. AMERICAN DISABILITIES ACT (CURRENT EDITION). PLUMBING DRAWING LIST: P-OA PLUMBING - GENERAL NOTES, SCHEDULES, CODES & LEGENDS P-013 PLUMBING - DETAILS P-OC 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 1 ✓wv vv�v P-07 PLUMBING - GRAVITY PIPING - SCHEMATIC RISER DIAGRAMS P-08 PLUMBING - PRESSURE PIPING - SCHEMATIC RISER DIAGRAMS FROF05ED MANUFACTUKING DUILDING FOR FUK5UIT BOATS 5901 5T. LUCIE P LVD. FORT FIERCE, FLORIDA Key Plan 155Ues: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET 1 C. 09/13/19 SANITARY KEV15ION D. 10/11/19 V.E. REVISION z Architect �✓J DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fax.772.562.8600 www.donadio-orch.com License No. AA0002238 Consultant 140a CARDinRL IEnGMll FISSi901fiTE%" If9C. 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 NOTES, 5CHEDULE, CODI LEGEND REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1V Uli - Drn: Drawing File: _ MJ6, A5R, 5AR Nor 9i4 Chd XPEF File: : y MG ; r Project No.: Plot File: 2018-42 L• No.: • �� 1 Sheet ENGINS.I1 ....1• "' h'OA 6eiinI11101l Copyright • -20 9. Panama & A6eociate5, Architects, p.A„ All Rights Roserved Project: DETAIL NOTES: Oi 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 O FINISHED FLOOR to FLOOR DRAIN 1t 1/4" SLOPE TO FLOOR DRAIN 1z TRAP PRIMER CONNECTION/CONNECTION ADAPTER t3 TO "P" TRAP t4 KEEP EXPOSED PRIMER PIPING TO MINIMUM LENGTH. t5 ALL EXPOSED PIPING SHALL BE CHROME PLATED. GENERAL NOTES: F 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 WALL GGr_0 FCO WCO TYPICAL CLEANOUT DETAIL N.T.5. FLOOR COMPACTED FILL ELEVATION VIEW TO GRADE O'JOSAM" LEVELEZE FLOOR CLEANOUT NO. 56014-2-22 NO HUB CONN. O2 CONCRETE PAD 2' X 2' X 8" W/4 #3EW O3 US FOUNDRY NO. 7610 CAST IRON BOX WITH COVER MARKED "C.O." O4 FINISH FLOOR OFILL VOIDS WITH OILED SAND OCLEANOUT FITTING W/BRAS:J OR PVC PLUG OTWO WAY CLEANOUT TEE OR LONG SWEEP QUARTER BEND. (CAST IRON OR PVC ACCORDING TO LOCATION) O COVER SECURED WITH SCREWS. O2 THREADED CLEAN OUT PLUG. O FINISH GRADE. O 4" X 6" DIA CONCRETE PAD FLUSH WITH FINISH GRADE. SLIP JOINT. O ADJUSTABLE COLLAR. !� FINISHED FLOOR. Q FACE OF WALL. O STAINLESS STEEL COVER SCREWED TO THREADED CLEAN OUT PLUG. o 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. 17 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 H.T.S. CPCP=1: TACO HOT WATER CIRCULATION PUMP, SEE WATER HEATER SCHEDULE. O ��-----H�- T DETAIL NOTES: Ot C.W. FROM COLD WATER SYSTEM O BALL VALVE (TYPICAL). UNION FITTING (TYPICAL). O WATER HEATER, REFER TO SCHEDULE FOR CAPACITY O6 DIELECTRIC FITTING (TYPICAL). O HEATER DRAIN, ANTI TYPE WITH HOSE CONNECTION. O INSULATED PIPING TO HOT WATER SYSTEM O6 GALVANIZED STEEL NOT ALLOWED IN HOT WATER SYSTEM O SPRING LOADED, ASME RATED TEMPERATURE & PRESSURE RELIEF VALVE. 10 3/4" P&T PIPE, DISCHARGE TO AUXILIARY DRAIN PAN. 11 ELEVATED MOUNTING SURFACE, COORDINATE WITH GENERAL CONTRACTOR. 12 CHECK VALVE. 13 MATERIALS AND INSTALLATION TO BE AS INDICATED AND PER AUTHORITY HAVING JURISDICTION. 4 AUXILIARY DRAIN PAN, MINIMUM 2" DEEP, COORDINATE SPACE REQUIREMENTS, CONSTRUCTED FROM A MINIMUM OF 24 GAUGE GALVANIZED STEEL — WATERPROOF. 81"0 PAN DRAIN, DISCHARGE TO FLOOR DRAIN, 6" ABOVE FINISHED t6 GRADE OR INTO FLOOR SINK. s VACUUM BREAKER. 17 1 GALLON EXPANSION TANK. 18 CHECK VALVE ELECTRIC WATER HEATER PIPING DETAIL N.T.S. ELECTRIC WATER HEATER SCHEDULE MARK CAP. GAL. HEATING SOURCE ELEMENTS TOTAL KW. V/O/HZ MFGR. MODEL NO. REMARKS EWH-1 120 El 2 12.0 KW O 480/3/60 A.O. SMITH I DEN-120 t z 3 a 5 REMARKS: O WITH ASME PRESSURE AND TEMPERATURE RELIEF VALVE. O WITH COMPLETE CONTROLS, ADJUSTABLE THERMOSTATS, HIGH TEMPERATURE CUTOFF PER ELEMENT, U.L. LISTED, THERMOSTATIC SEQUENCING CONTROL. O TWO 12 KW ELEMENTS, SIMULTANEOUS. O 29-3/8"0 BY 62-7/16" HIGH. O SET AT 1407. OTURN LEAD FLASHING DOWN INTO STACK OROOFING 9 ROOF CONSTRUCTION 4 SLEEVE ROOF CONSTRUCTION AS REQUIRED OVENT STACK O4LB. SHEET LEAD FLASHING FILL IN WITH ROOFING MATERIAL 7OANY 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. STEEL BEAM CLEVIS HANGER PIPE W/0 INSULATION CONC. INSERT STEEL JC f4 2 3 CONC. JOIST CLEVIS HANGER PIPE W/INSULATION HANGER ROD SCHEDULE PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" W DIA. 4" THRU 6" W DIA. 21/2" TO 3" V2" DIA. 6" THRU 12" 7/8" DIA. Ni Ot HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP. OCONCRETE JOIST SEE PROJECT PLANS. O3 HEAVY DUTY CONCRETE JOIST CLAMP. OHANGER ROD (SEE SCHEDULE) OCONCRETE SLAB SEE PROJECT PLANS. OSTRUCTURAL STEEL BEAMS SEE PROJECT PLANS FOR SIZE. OHEAVY DUTY BEAM CLAMP. OEYE SOCKET OONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD. 10 WEB MEMBERS 11 HANGER NUT 12 WELDS 13 BOTTOM CHORD OF STEEL JOISTS 14 BENT STRAP 1 1/2" 3/16" OVER VERTICAL LESS ANGLES. 15 SUPPORT NUT 16 HEAVY DUTY CLEVIS HANGER 17 INSULATION WHERE SPECIFIED SHALL BUTT AGAINST/ABSORB PIPE HANGERS. 18 PIPE 19 LOCKING NUT 20 INSULATION W/VAPOR BARRIER 21 INSERT NUT 22 16 GA. GALV. STEEL METAL SADDLE MIN. 12" LONG PIPE SUPPORT DETAIL N.T.S. V2" 0 C.W. SUPPLY 1I 0 C.W. TO TRAP PRIMER INLET ��j NOTES: O SINK OR LAVATORY O2 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 O5 FINISHED WALL Al CABINET INTERIOR O TRAP PRIMER LINE SLOPE TO FLOOR DRAIN/SINK CONNECTION O FLOOR DRAIN. 0 FINISHED FLOOR O TRAP PRIMER CONNECTION/CONNECTION ADAPTER to ALL EXPOSED PIPING TO BE CHROME PLATED 11 WALL/CABINET ESCUTCHEON FLOOR DRAIN TRAP SEAL PRIMER DETAIL N.T.S. FKOf 05ED MANUFACTUKINC 13UILDING F01, FLIK5UIT 60AT5 5901 5T. LUCIE P LVD. FOKT f IEKCE, FLORIDA Key Plan I55uee: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET / C. 09/125/19 SANITARY REVISION D. 10/11/19 V.E. REVISION y ,rl 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 CAROinRt_ ET1canEEI IRSSOCIATES Inc. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA 131555 Drawing Title: DETAIL5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY R BOCCi A ' Drn: Drawing File: MJ6, A5R, 5AR Chd: XKEF File: MG Project No.: Plot File: 2018-42 Sheet No.: Date Signed: Y Copyright, 20'9. �unaAio & Assn<tp cs. Arc:hitarT�. '.A., All RghtS Reeerved PLUMBING GENERAL SPECIFICATIONS Project: f KOF05ED N N m 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 Al MATCH EXISTING WHEN APPROVED AS APPLICABLE. 2. DOMESTIC WATER PIPING "INTERIOR TO CONDITIONED SPACE" SHALL BE TYPE "L" HARD TEMPER COPPER ABOVE FLOOR 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. DOMESTIC WATER PIPING & FITTINGS UNDERGROUND AND EXPOSED IN WAREHOUSE SHALL BE CPVC SCHEDULE 80. PIPE SHALL BE MANUFACTURED FROM CORZANO TYPE IV, GRADE I CHLORINATED POLYVINYL CHLORIDE (CPVC) COMPOUNDS WITH CELL CLASSIFICATION OF 23447 PER ASTM D1784. THE PIPE SHALL BE MANUFACTURED IN STRICT COMPLIANCE TO ASTM F441 AND THE FITTINGS IN STRICT COMPLIANCE TO ASTM F439, CONSISTENTLY MEETING THE QUALITY ASSURANCE TEST REQUIREMENTS OF THESE STANDARDS WITH REGARD TO MATERIAL, WORKMANSHIP, BURST PRESSURE, FLATTENING, AND QUALITY. THE PIPE AND FITTINGS SHALL BE PRODUCED IN THE USA USING DOMESTIC MATERIALS, BY AN ISO 9001 CERTIFIED MANUFACTURER, AND SHALL BE STORED INDOORS AFTER PRODUCTION, AT THE MANUFACTURING SITE, UNTIL SHIPPED FROM FACTORY. THE PIPE AND FITTINGS SHALL CARRY THE NSF NATIONAL SANITATION FOUNDATION (NSF) STANDARD 14 & 61 LISTINGS FOR POTABLE WATER APPLICATIONS. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED BY GF HARVEL (OR EQUAL). 4. ALL HOT WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH 1" ULTRA FIBER GLASS PIPE INSULATION WITH A POLYPROPYLENE (PP) -COATED FACTORY -APPLIED VAPOR -BARRIER JACKET. MADE FROM ROTARY GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. THE PP -COATED JACKET INCLUDES A LONGITUDINAL, SELF-SEALING CLOSURE LAP AND MATCHING BUTT STRIP, THE JACKET SYSTEM IS ADHERED TO EACH FIBER GLASS SECTION USING A SPECIALLY FORMULATED ADHESIVE TO ENSURE JACKET SECUREMENT. PROVIDE WEATHER -PROTECTIVE JACKETING FOR PIPING EXPOSED TO OUTDOOR CONDITIONS. ALL JOINTS TO BE SEALED WITH FACTORY APPLIED, SELF -SEAL LAP AND BUTT STRIPS. 5. 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. 6. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONNECTIONS TO ALL EQUIPMENT FURNISHED BY OTHERS. 7. 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. 8. 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. 9. INSULATE EXPOSED PIPING AND TRAP DRAINS ON LAVATORIES THAT ARE CLASSIFIED AS ACCESSIBLE WITH TRUEBRO LAVGAURD 2 INSULATION KIT OR APPROVED EQUAL. 10. 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. 11. 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. 12. 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 Al PAY FOR ALL TESTS INDICATED Al REQUIRED BY AUTHORITIES HAVING JURISDICTION FOR ALL SYSTEMS PROVIDED. 13. 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. 14. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL CONDITIONS. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. NOTIFY ARCHITECT Al 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. 15. 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. 16. PROVIDE ACCESS PANELS IN ALL WALLS AND CEILINGS FOR ALL VALVES, DAMPERS, CONTROL DEVICES. ETC. ACCESS PANELS SHALL BE MILCOR FLUSH TYPE. 17. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 18. 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. 19. 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 A15-A. B. FIRESTOPPING MATERIALS TO BE ASBESTOS FREE AND IN COMPLIANCE WITH ASTM E-814 AND UL 1479. LL 18. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE o TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING AND NEW WORK AND EQUIPMENT FROM DAMAGE. w 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 m° Amin Al ITunRiTv FdAVW(, N IRICnirTIOM N 20. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY o 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 Al PROPOSED INSTALLATIONS FOR PROCESSING PRIOR TO FABRICATION Al ORDERING OF EQUIPMENT AND MATERIALS. ALL SHOP DRAWINGS Al 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 Al SYSTEMS IF SUBMITTED AT VARIANCE TO THE CONTRACT DOCUMENTS SHALL INCLUDE REASON FOR PROPOSED CHANGE, CREDIT OFFERING TO OWNER AND C. 0. 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 Al 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 Al 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 Al 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 Al ARCHITECTURAL CONTRACT DOCUMENTS. 34. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. 35. SEE ARCHITECTURAL DRAWINGS AND SITE CONDITIONS FOR AREAS AND SYSTEMS PRIOR TO BID AND COMMENCEMENT OF WORK AND ORDERING OF MATERIALS. TO INCLUDE WHERE APPLICABLE ANY DEMOLITION AND PREPARATION WORK REQUIRED WITHIN THE SCOPE OF THIS PROJECT. 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 RE-ROUTING OR ALTERING ANY SYSTEM OR BUILDING COMPONENT. 37. PROVIDE INTERFACE CONNECTIONS TO UTILITY SYSTEMS AS REQUIRED, COORDINATED 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 PARTS OF FIXTURE AND EQUIPMENT TRIM AND ACCESSORIES, INCLUDING SUPPLIES, P-TRAPS, WASTE ARMS AND ESCUTCHEONS SHALL BE HEAVILY CHROME PLATED. 42. 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. 43. SANITARY WASTE AND VENT PIPING SHALL BE DWV PVC ABOVE GRADE, DWV PVC BELOW GRADE. 40. PRESSURE AND TEMPERATURE RELIEF PIPING AND HEATER AUXILIARY PAN DRAIN PIPING SHALL BE COPPER. 41. CONDENSATE DRAIN PIPING SHALL BE DWV PVC BELOW GRADE, INSULATED DWV COPPER ABOVE FLOOR AND INSIDE BUILDING. 42. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION. 43. 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. 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. 46. TESTS SHALL BE PERFORMED PRIOR TO APPLICATION OF ANY INSULATION AND MAKING FINAL CONNECTIONS TO FIXTURES AND EQUIPMENT. 47. REFER TO CONTRACT DOCUMENTS CREATED BY SPECIALTY CONSULTANTS (SUCH AS LANDSCAPE, SITE, LIGHTING, CIVIL Al INTERIOR DESIGN AS APPLICABLE) AND 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 SPECIFICATIONS. MANUFACTURING 13UILDING FOR FILIK5UIT BOATS 5901 5T. LUCIE BLVD. F0KT FIEKCE, FLORIDA Key Flar Issues: No.: Date: Description: A. 07/12/19 DID 5ET D. 07/18/19 PERMIT 5ET C. 09/13/19 SANITARY REV15ION D. 10/11/19 V.E. REVISION � Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tei.772.794.2929 Fox.772.562.8600 www.donadio-arch.com License No. AA0002238 Consultant: Da CRRpmRL enci 11=c-lain SOCIRTES 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: 5FECIFICATION5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Date S fined: Drn: Drawing File: MJ6, ASR, 5AR zchd: XREF File: g MG 'roject No.: Plot File: 2015-42 Sheet No p-OC Gop, ht 2p19, iOYloLllO & A,eo,,otz, Archlr,cth, PA. All Kghr, Kraemaa