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BUILDING PLAN PAGE 34-48
COOLING/HEATING LOAD SUMMARY 1 2 3 PROJECT NAME PURSUIT BOATS EXPANSION PROJECT ADDRESS FORT PIERCE, FLORIDA ZONE I.D. AHU-CU-1 AHU-CU-2 AHU-CU-4 AHU-CU-5 AHU-CU-6 AHU-CU-7 AHU-CU-8 AHU-CU-9 AHU-CU-10 GROSS A/C FLOOR AREA SQ.FT. 1,550 1,550 340 3,300 1,584 300 390 4,500 4,500 OUTSIDE AIR 'FDB/FWB 91/79 91/79 91/79 91/79 91/79 91/79 91/79 91/79 91/79 INDOOR RELATIVE HUMIDITY -SUMMER % 50 50 50 50 50 50 50 50 50 INDOOR DESIGN -FD13 SUMMER/ "FWB 75/70 75/70 75/70 75/70 75/70 75/70 75/70 75/70 75/70 WINTER DIFFERENCE IN GRAINS WATER/LB. DRY AIR 66 66 66 66 66 66 66 66 66 GRAND TOTAL HEAT GAIN (COOLING) MBH 47 47 19 99 71 55 49 104 104 TOTAL SENSIBLE HEAT GAIN (COOLING) MBH 40 40 14 67 45 39 37 82 82 TOTAL LATENT HEAT GAIN (COOLING) MBH 7 7 5 32 26 16 12 22 22 GRAND TOTAL HEAT LOSS (HEATING) MBH 17 17 2 36 14 6 7 18 18 NOTES: (DTHIS 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 (6111 EDITION), 'ENERGY CONSERVATION- CODE REQUIREMENTS. �+ HEAT LOSS (HEATING) AND HEAT GAIN (COOUNG) 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. O 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/ZCNE/BL= 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 Oa 0.06 (D 40 90 130 150 OO AHU-2 1,500 O 8 5 O om (D 45 84 130 150 OO AHU-4 330 (D - 0.7 O 231 231 O OO 75 5 O (D 375 180 555 1,100 OO AHU-5 1,500 (D 50 PER 1,050 O FIXTUREO AHU-6 1,500 O 75 012 O 375 180 555 500 OOz AHU-9 4,500 (D 32 D O (D 320 1,130 600 1d OO AHU-10 4,500 (D 32 - 10 O 0.18 (2) 320 810 1,130 600 m OD TOTAL CIA CFM PROVIDED BY DOAS = 3,100 NOTES: 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 40D PPM, NO INTERNAL SPACE USE MODIFICATIONS AND/OR INTRODUCTION OF ANY SINGLE SOURCE POLLUTANT/CONTAMINANTS. O OFFICE SPACE: 5 PEOPLE PER 1,000 SQ.FT., 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 SQ.FT. EXHAUST. (DBREAK ROOM: 50 PEOPLE PER 1,000 SQ.FT., 5 CFMIPERSON + 0.12 CFM PER SQ.FT. O GENERAL MANUFACTURING: 7 PEOPLE PER 1,000 SQ.FT., 10 CFMIPERSON + 0.18 CFM PER SQ.FT. Os REST ROOMS: CONTINUOUS EXHAUST AT 50 CFM PER PLUMBING FIXTURE MINIMUM (TOILET, URINAL OR SHOWER). (D MAKE-UP AIR AND VENTILATION IS TRANSFERRED FROM AHU-5 AND AHU-6. 10 OUTSIDE AIR IS REDUCED USING ENGINEERED VENTILATION SYSTEM EXCEPTION IN SECTION 403.2. OF THE FLORIDA MECHANICAL CODE, AND AS PER ASHRAE 621AQP. BI-POLAR IONIZATION DEVICE INSTALLED IN UNIT TO REDUCE INDOOR AIR CONTAMINANTS AND REDUCE VOC'S, SEE AIR PURIFICATION DEVICE SCHEDULE AND CALCULATIONS. AIR PURIFICATION DEVICE SCHEDULE Zone Tag S/A Flow O/A Flow GPS Model Quantity Pressure Drop Voltage Watts Mounting Location Notes AHU-9 4,000 600 GPS-IBAR 1 0.05" W.C. 24-240VAC 10 AHU 1 thru 7 AHU-10 4,000 600 GPS-IBAR 1 0.05" 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 SAS alarm contacts 7. Provide with integral self-cleaning system. Systems without self-cleaning shall not be acceptable A AIR DISTRIBUTION PRODUCTS SCHEDULE O DESIGNATION SERVICE DESCRIPTION TITUS NO. REMARKS O CEILING SUPPLY ADJUSTABLE THROW MCD-AA OOOO O CEILING SUPPLY ADJUSTABLE THROW MCD-AA OOOO cO CEILING SUPPLY ADJUSTABLE BLADE TMRA-AA 0000 O EXHAUST GRILLE FIXED BLADE 5OF OOOO O RETURN OR TRANSFER GRILLE FIXED BLADE 3FFL OOOOO O RETURN OR TRANSFER GRILLE FIXED BLADE 3FFL OOOOO L-+ INTAKE LOUVER FIXED BLADE GREENHECK EVH-501D 888 L-z INTAKE LOUVER FIXED BLADE GREENHECK EVH-501 D +o ++ 12 e -1 EXHAUST LOUVER FIXED BLADE GREENHECK ESD-635D 888 EXHAUST WEATHERHOOD FIXED BLADE GREENHECK WTHD +4 REMARKS: O ALL ALUMINUM CONSTRUCTION. O ADAPT FROM NOMINAL NECK SIZE TO DUCT SIZE SHOWN ON FLOOR PLANS. O FINISH: FACTORY APPLIED ENVIRO-THANE, WHITE. O WITH SURFACE MOUNT BORDER. O LAY -IN CEILING MODULE WITH BORDER TYPE FOR INSTALLATION INTO LAY -IN CEILING GRID. O WITH SURFACE MOUNT FRAME. O 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. 10 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. +2 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. +4 ENGINEERED GALVANIZED STEEL WEATHER HOOD WITH 450 DISCHARGE AND REMOVABLE SST BIRDSCREEN, DESIGNED TO WITHSTAND HURRICANE WINDLOADING, PROVIDE SHOP DRAWING WITH SIGNED AND SEALED STRUCTURAL CALCULATIONS BY A FLORIDA P.E. COAT ENTIRE ASSEMBLY WITH HI -PRO POLYESTER COATING OR APPROVED EQUAL. Zone Height (feet) 25 Desired Outside Air (Vo) IAQP 600 Supply Air (Vs) 4,000 Return Air (Vr) 3400 Recirc. Flow Factor R) 0.85 Ventilation Effectiveness (Ez) 1.0 Level of Physical Activity Standing (desk work) Filter Location B HVAC Flow Type Constant or 10.tdoAir Flow T pe Constant Generated By People & From Outdoors Maximum Threshold Value Global Plasma Solutions i 10 Mall Terrace, Building C Savannah, GA 31406 i Phone: (912) 356-0115 Fax: (912) 356-0114 Email: info@globalplasmasolutions.com Web: www.globalplasmasolutions.com VERSION 1.6 running ASHRAE 62.1-2013 Zone Use Zone Floor Area (square 0) Az Zone Max Occupancy Pz Table 6.1 OA per Occupant R Table 6.1 cfm/ft2 Ra Pz' Rp Pz' R Az' Ra Az' Ra Table 6.2 Ventilation Effectiveness Ez Outdoor Air to Zone (CFM) with Ez correction (Vbz/Ez) Wood or Metal Shop 4,500.0 32.0 10.0 1 0.18 1 320 1 810 1.0 1130 OA required per VRP `I ' ` try ` 1 r Air Changes Per Hour 2.1 VRP OA CFM per person 35.3 Outside Air Per VRP 1130 CFM IAQ OA CFM per person 18.8 Winter Heating Savings I Outside Air Per IAQ 600 CFM Outside Air Savings 530 CFM OA Summer Drybulb 91.0 OA Winter Design DB (F) 44 OA Summer Wetbulb 790 Supply Air DB Setpoint (F) 85 Coil Leaving Air Drybulb (F) 550 MBH Saved Winter 23.6 ) Coil Leaving Air Wetbulb IF 550 KW Saved Winter 6.9 I 'OA = Outside Air "'OSHA, NIOSH & WHO most conservative values used _ Min /lww v rdc qov/moMVnpq'npgsYm a Mini Carbon dioxide** 60DO 5000 500o 1 4000 I 3000 2O00 I is Cariboo 1000 640 942 dioxide" ) 0 ■ 1 2 3 ) 1 = ASHRAE & NIOSH CO2 Limit 2 = CO2 Level at Ventilation Rate OA Flow Rate 3 = CO2 Level at IAQ Procedure OA Flow Rate for reference only for gathering demand control OA MBH Saved Summer* 46.1 OA Tons Saved Summer" 3S Steady State Using the VRP" (Prescribed OA) Plasma Off Steady State Using the IAQ Method (Reduced OA) Plasma On Is Steady State Level Acceptable at Reduced OA Levels? Contaminant Generation Rate (PPM) Filtration Effectiveness Cognfunt Authority"` 0.01110 0.00145 Yes 0.00048 50% OSHA 0.00145 0.00026 Yes 0.00654 50% NIOSH 0.00780 0.00321 Yes 0.21460 50% NIOSH 0.00251 0.00033 Yes 0.00022 50% OSHA 0.00014 0.00003 Yes 0.00133 50% NIOSH 640 942 Yes 441 0% NIOSH 0,00011 0.00001 Yes 0.00004 50% NIOSH 0.00000 0.00000 Yes 0.00000 50% OSHA 0.00000 0.00000 Yes 0.00000 50% NIOSH 1.68094 1,68094 Yes 0.00000 0% NA 0.00000 0.00000 Yes 0.00000 0% NIOSH 0.00073 0.00011 Yes 0.00121 50% OSHA 0.00998 0.00998 Yes 0.00000 0% NIOSH 0.00000 0.00, Yes 0.00000 50% OSHA 0.00037 0.00005 Yes 0.00001 50% OSHA 0.00532 0.00070 Yes 0.00032 50% NIOSH 0.00075 0.00010 Yes 0.00058 50% NIOSH 0.00230 0.00030 Yes 0000c0 50% OSHA "Carbon dioxide has been provided Building materials and furnishings assumed to have no VOCs and off -gassing is complete Is IAQ acceptable at reduce Yes ventilation OCV) selpoints. The National Research Council was commissioned by All yellow shaded Des require user input or review outside air levels? I I the US Navy to prove CO2 is not a contaminant of concern when using air purification to control the other contaminants of concern, as found on submarines. GLOBAL PLASMA SOLUTIONS INDOOR AIR QUALITY SOFTWARE© COPYRIGHT 2008 GLOBAL PLASMA SOLUTIONS, LLC - ALL RIGHTS RESERVED UNAUTHORIZED USE OR COPYING STRICTLY PROHIBITED 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 IAQP via Section 6.5.2 I Project: f ROF05ED MANUFACTURING BUILDING FOP, FURSUIT DOATS 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan leeue5: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT 5ET 1 Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fox.772.562.8600 www.donadio-arch. corn License No. AA0002238 aa CAROinRL EnaineERiric RSSUCIRTES 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: SCHEDULES �,e.��1 Job North C ANC L7�_ COCC uNTy Drn: Drawing File: A5K 5AR Chd: XKEF File: MG w Project No.: Plot File: 2018-42 Sheet No.: 4 Copyryht • 2019, Donadio & ASeociare5, Architect% P.A., All Rights xc ,M TYPICAL INSTALLATION DETAILS ORETAINING ANGLES: MINIMUM i-1/ZXt-i/ZXO,054"(16 GAJ. RETAINING ANGLES MUST LAP STRUCTURAL OPENING 1" MINIMUM AND COVER CORNERS OF OPENINGS. OB CLEARANCE: 1/6" PER LINEAR FOOT BOTH DIMENSIONS (SEE NOTE 1 BELOW), 1/4" MAXIMUM. PER SIDE (1/Z TOTAL MAXIMUM.). O STEEL SLEEVE: GAUGE AS REQUIRED PER MANUFACTURER'S INSTRUCTIONS,16 GAUGE TYPICAL L B O U.L CLASSIFIED "DYNAMIC APPROVED FIRE DAMPER (CURTAIN OR BLADE TYPE). 165-F FUSIBLE 3 A 3 LINK UNLESS OTHERWISE INDICATED. O SECURE RETAINING ANGLES TO SLEEVE ONLY ON 8" CENTERS WITH NO. 10 STEEL SCREWS. INSTALL SCREWS WITHIN Z FROM CORNERS OF DAMPER. OF SECURE DAMPER TO SLEEVE ON Li" 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 OCONNECT DUCT TO SLEEVE AS REQUIRED BY THE MANUFACTURER. O INSTALL ACCESS DOOR(S) OR PANELS) AS REQUIRED FOR PROPER SERACE AND INSPECTION. DOOR MUST BE LARGE ENOUGH TO CHANGE LINK AND NOT REQUIRE USE OF TOOLS (CEIUNG/SHAFT AND DUCT ACCESS). L O EDGE VAPOR SEALED AND SECURED EXTERIOR INSULATION TO PREVENT CONDENSATION. INSULATION PER SPEC. ODAMPERS SHALL BE GREENHECK MODEL DFD-150X STYLE "B", 1 1/2 HR U.L LISTED, DYNAMIC. O CONTRACTOR SHALL COORDINATE WALL OPENINGS AND WALL FRAMING PRIOR TO THE START OF CONSTRUCTION. NOTES: O 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 ©O D D 7 D DUCT FOOT.) THE SLEEVE IS RETAINED IN THE WALL OPENING BY THE USE OF STEEL ESIDE--ter v JICAL A. RETAINING ANGLES. THESE MUST OVER -LAP THE EDGE OF THE FRAMING BY A DO NOT NOTCH ANGLES, ORDER SLEEVE MINIMUM OF ONE(1) INCH OVER AND BEYOND ALL MATERIAL IN THE OPENING. THIS LENGTH TO ALLOW FOR WALL THICKNESS MEANS THAT THE MINIMUM WIDTH OF THE RETAINING ANGLE WOULD BE 1-3/8 AND PROPER MOUNTING OF ANGLES. 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. Oz 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 A ANGLES, SEAL ANGLES TO DUCT AND WALL AND TO OTHER ANGLES, WITH A THIN BEAD OF CAULKING, SMOKE TIGHT. Q4 FUSIBLE LINKS PER MANUFACTURER'S INSTRUCTIONS. (165 'F. UNLESS OTHERWISE C9 INDICATED.) O PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT THE FINAL INSPECTION. QQ INSTALL IN COMPLIANCE WITH U.L. 555. O INSTALLATION FOR TYPE "B DAMPERS, TYPE "A" AND "C" AND HORIZONTAL INSTALLATION SIMILAR. OVER LAP ANGLES O Oe ALL FIRE, FIRE/SMOKE DAMPERS TO BE DYNAMIC UNLESS. H 12" X 12" MINIMUM SIZE (OR 12" BY DUCT HEIGHT), ON 0 S-TYPE BREAK -AWAY JOINT OR U.L. APPROVED "DUCT -MATE" FLANGE JOINT IF FIRE LINK SIDE OF DAMPER. APPROVED BY FIRE DAMPER MANUFACTURER. 10 INSTALLATION SIMILAR FOR FIRE/SMOKE 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 �---�� COIL MAIN ENTRY COLLARR AND DH MANUAL DAMPER FT FB FLAT TOP, BOTTOM TRANSITION ELBOW UP (SUPPLY) S—D—� (CONCENTRIC UNLESS OTHERWISE INDICATED) C . Iz�I ELBOW DOWN (SUPPLY) SPUTTER DAMPER 12X6 L 12X6 f� RECTANGULAR DUCT D S.D. (W X D) S.D. ROUND SPUTTER DAMPER S.4D.SD ELBOW W/ DOUBLE THICKNESS TURNING VANES J —� 5 IXII tj-® CLG. TYPE SUPPLY REGISTER (TYP. ALL ELBOWS) f--� CLG. TYPE RETURN OR EXHAUST REGISTER RADIUS ELBOW R=1 1/2 W F MANUAL VOLUME DAMPER (OPPOSED BLADE) V.D. FLEXIBLE DUCT HANGER STRAPS: 1W x 22 GAUGE, INSULATED, MAXIMUM 4 SUPPORTED FROM STRUCTURE ABOVE, FEET, UNLESS OTHERWISE INDICATED, NO NOT SAG 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 VERTICAL DUCT RUN WRAP INSULATION W/ VAPOR BARRIER (TYP.) ABOVE THE CEILING DIFFUSERS STRAP SUPPORTS (1 V2" WIDE x 22 GAUGE) TO PREVENT SAGS AND KINKS IN FLEX BAND CLAMP AND THREE SHEET METAL SCREWS THROUGH HELIX OF FLEXIBLE NOTE 3 �i 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. Y BRANCH DUC (SYMBOL �� E-4— MAI14 DUCT NOTES: GO AIR COOLED CONDENSING UNIT FLEXIBLE CONNECTION 3 SUCTION LINE O O4 CHARGING VALVE OSIZE PER MANUFACTURER'S RECOMMENDATIONS. O6 LIQUID LINE O ODRIER OGLOBE VALVE BRANCH FLEX DUCT S/A (SYMBOL) MAIN DUCT ODISTRIBUTOR 10 AIR HANDLING UNIT 11 DX COIL 12 THERMAL EXPANSION VALVE W/ EXTERNAL EQUALIZER 13 DOUBLE PORT SIGHT GLASS 14 SOLENOID VALVE 15 PROVIDE SUCTION LINE ACCUMULATOR aMODIFY AS REQUIRED BY AHU/CU MANUFACTURER. a TYPICAL REFRIGERANT PIPING DIAGRAM N.T.S. SCHEDULE 40 PVC SLEEVE FOR EACH SET OF REFRIGERANT LINES SEALSPACEAROUND LINES WEATHER TIGHT WITH SILICONE CAULK. BUILDING WALL NOTE: SECURE REFRIGERANT PIPING EVERY 4 FEET, VERTICAL AND HORIZONTAL) AND AT UNIT AND EACH CHANGE OF DIRECTION WITH STAINLESS STEEL UNISTRUT PIPE CLAMP SYSTEM. DO NOT CUT INSULATION USE CLAMP ON OUTSIDE OF INSULATION WITH INSULATION WITH SHIELD. ENCLOSE TOP AND BOTTOM AND ALL SIDES CONDENSING UNIT ISOMODE PADS ENCLOSE EXTERIOR REFRIGERANT PIPING IN A GALVANIZED STEEL ENCLOSURE, PAINT TO MATCH BUILDING. LINES VIBRATION ISOLATION AT TING POINTS: NEOPRENE PADS SEAL BOTTOM WITH SST SHEET STEEL AND CAULK WEATHER TIGHT WITH SILICONE CAULK. BOLT CONDENSING UNITTO ALUMINUM FRAME SUPPORTS TO WITHSTAND HURRICANE WIND LOADING. USE STRAPS MANUFACTURED BY MIAMI TECH, INC. NOA#16.0601.01 OR EQUAL (SUBMIT SHOP DRAWING DETAIL WITH PERMIT). 6" HIGH CONCRETE HOUSEKEEPING PAD, EXTEND EDGE 6" MINIMUM BEYOND UNIT IN ALL DIRECTIONS AND TO BUILDING WALL. AIR-COOLED CONDENSING UNIT (SEE SCHEDULE) HURRICANE RATED EQUIPMENT RESTRAINT SYSTEM (CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAIL WITH PERMIT). CONCRETE HOUSEKEEPING PAD, 6" MINIMUM BEYOND UNIT IN ALL DIRECTIONS AND TO BUILDING WALL. CONDENSING UNIT INSTALLATION DETAIL N.T.S. t 2 5 3"MIN. —� CD E SLOPE -"/FT. J. ROUND NOTES: Oi CONDENSATE DRAIN PIPING BY PLUMBING CONTRACTOR. O2 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. O 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. Os !"0 REMOVABLE THREADED PLUG OR DRAIN COCK. 10 MATERIALS AND INSTALLATION TO BE AS INDICATED AND PER AUTHORITY. HAVING JURISDICTION. t1 REMOVABLE VENTED CAP. O TYPICAL AIR HANDLING UNIT DRAIN PAN & CONDENSATE TRAP DETAIL N.T.S. Project: FROFO5ED MANUFACTUR NC DUILDING FOR 12U125U11 130AT5 5901 5T. LUCIE P>LVD. FORT FIERCE, FLORIDA Key Plan 155Ue5: No.: Date: Description: A. 07/12/19 1311)5ET B. 07/18/19 PERMIT SET Architect DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 7el.772.794.2929 Fax.772.562.8600 www.donadio—orch.com License No. AA0002238 Consultant Da CRRDIt1AL i" nuinE,.'e 9n a FiSS00STES InE. 575 NW MERCANTILE PL SUITE 106 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 Drawing Title: DETAIL5 of � iE� C ®#`-'®R Job North a. �� ®�v �' Y Orn: Drawing File: A5R,5AR Chd: XKEF File: .... yr Q+`g' IVI-0D NA L E*t ',<11 Copyright • 2019, A.MaMo & Associates, Architects, F.A., All Rights Reserved Project: THROUGH PENETRANTS: A. STEEL PIPE: NOMINAL 10"0 (OR SMALLER), SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT: NOMINAL 4"0 (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING: NOMINAL 4"0 (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE: NOMINAL 4"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. FIRE RATED CONCRETE FLOOR SLAB OR MASONARY WALL FILL, VOID OR CAVITY MATERIAL OR SEALANT (BEARING THE U.L. CLASSIFICATION MARKING): HILTI CONSTRUCTION CHEMICALS, INC. FS-ONE SEALANT. -v d n. .Q -a p•a MINIMUM 3"THICK MINERAL WOOL PACKING. ANNULAR SPACE: 0` MAX 1-114" CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS UL SYSTEMS C-AJ-1149 F RATING - 2 HR T RATING -0 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. THROUGH PENETRANTS: A. STEEL PIPE: NOMINAL 30"0 (OR SMALLER), SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT: NOMINAL 4"0 (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING: NOMINAL 6"0 (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE: NOMINAL 6"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 1 OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY _ ANNULAR SPACE: MIN. O-TO MAX 2-1/4" FILL, VOID OR CAVITY MATERIAL OR SEALANT (BEARING THE U.L. CLASSIFICATION MARKING): HILTI CONSTRUCTION CHEMICALS, INC. FS-ONE SEALANT. 5/8" THICK FOR 1 HR. 1-1/4" THICK FOR 2 HR. CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS UL SYSTEM W-L-1054 F RATING - 1 AND 2 HR T RATING - 0 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. THROUGH PENETRANTS: A STEEL PIPE: NOMINAL 12"0 (OR SMALLER), SCHEDULE 40 (OR HEAVIER) STEEL PIPE. PITTSBURGH CORNING CORP. "FOAMGLASS" CELLULAR B. COPPER TUBING: NOMINAL 6"O (OR SMALLER) TYPE INSULATION THROUGH WALL L (OR HEAVIER) COPPER TUBING. OR FLOOR. C. COPPER PIPE: NOMINAL 6"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. FILL, VOID OR CAVITY MATERIAL OR SEALANT (BEARING THE U.L. CLASSIFICATION MARKING): HILT] CONSTRUCTION CHEMICALS, INC. FS-ONE SEALANT. MINIMUM 12" LONG METAL JACKET 0.010" THICK STEEL OR ALUMINUM SECURED WITH 1/2" WIDE SST BANDS. eA v &.. v v o' o vo e ooq 4 a.a •^pe °v•°a FIRE RATED CONCRETE FLOOR SLAB OR SCHEDULE 40 STEEL MASONARY WALL SLEEVE 3" THICK 4 PCF MINERAL WOOL, CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS UL SYSTEM C-AJ-5069 F RATING - 2 HR T RATING - 0 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. THROUGH PENETRANTS: A. STEEL PIPE: NOMINAL 12"0 (OR SMALLER), SCHEDULE 40 (OR HEAVIER) STEEL PIPE. B. COPPER TUBING: NOMINAL 6"0 (OR SMALLER) 1 OR 2 HOUR GYPSUM TYPE L (OR HEAVIER) COPPER TUBING. WALLBOARD ASSEMBLY C. COPPER PIPE: NOMINAL 6"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. PACKING - MINERAL WOOL 4 PCF CELLULAR CORNING CORP. FILL, VOID OR CAVITY MATERIAL OR PITTS SEALANT (BEARING THE U.L. "FOAMGLASS" CELLULAR INSULATION CLASSIFICATION MARKING): HILTI THROUGH WALL. CONSTRUCTION CHEMICALS, INC. FS-ONE SEALANT. 5/8"THICK FOR 1 HR. 1-114" THICK FOR 2 HR. MINIMUM 12" LONG METAL JACKET 0.010" THICK STEEL OR ALUMINUM SECURED MATH 1/2" WIDE SST BANDS. SCHEDULE 40 STEEL SLEEVE CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS UL SYSTEM W-L-5046 F RATING - 1 AND 2 HR T RATING -0 AND 1 HR THROUGH PENETRATION FIRESTOP SYSTEM N.T.S. FIRE STOPPING REQUIREMENT PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E-8141UL 1479. ONLY FIRESTOP SYSTEMS AND MATERIALS MANUFACTURED BY HILT[ CONSTRUCTION CHEMICALS, INC. SHALL BE USED. VIBRATION ISOLATORS, TYPICAL (TOP OR BOTTOM SUPPORT FAN) STRUCTURE —T STRAIGHT DUCT INLET TO FAN 24" MINIMUM FLEX CONNECTOR (TYPICAL) EF RANSITION E/A (TYPICAL) SEAL ALL EXHAUST DUCTWORK DOWNSTREAM OF FAN WITH HIGH PRESSURE MASTIC AND TAPE, TYPICAL. TYPICAL IN -LINE EXHAUST FAN INSTALLATION DETAIL N.T.S. COOLING COIL UNIT ACCESS DOOR BEAM CLAMP (TYPICAL) FLEX CONNECTOR (TYPICAL) i UNIT FILTER ACCESS DOOR HOUSED SPRING VIBRATION ISOLATORS, TYPICAL (BOTTOM SUPPORT UNIT) r— EXISTING STRUCTURE iER RODS - 1/2"0 316 SST ALL THREAD STRUCTURE HUNG UNITS). S/A I TRANSITION I I MOTFANOR \ I I I III FIELD I FIXING PFABRICATED LENU AUXILIARY DRAIN PAN If JA FLOAT SWITCH, INTERLOCK WITH (SEE DETAIL) CONTROL SYSTEM TO ALARM AND PRE —FILTER BANK #2 (MERV 13) SHUT OFF UNIT. PRE —FILTER BANK #1 (MERV 8) TYPICAL STRUCTURE HUNG AHU INSTALLATION DETAIL N.T.S. A( HU-1, AHU-2 SIMILAR) m AUXILIARY DRAIN PAN BOTTOM VIEW SIDE VIEW TYPICAL AHU SUPPORT DETAILO N.T.S. NOTES: (D ROOF STRUCTURE. O HOUSED SPRING VIBRATION ISOLATORS. O 1/2"0 316 SST, ALL THREAD ROD. 0 1-1/2"0 AUXILIARY PAN DRAIN PIPING SLOPE AT 1/4" PER FOOT MINIMUM. O 3" LONG SPACERS. O AUX. 316 SST DRAIN PAN, 2" DEEP X 2" LARGER THAN UNIT IN LENGTH AND WIDTH. PIPE AND DISCHARGE ABOVE NEAREST SINK. (LABEL OUTLET TO WHICH UNIT IT SERVES). (D CONTRACTOR MAY USE SIMILAR INSTALLATION, MODIFIED AS REQUIRED BY FIELD CONDITIONS, SUBJECT TO REVIEW BY ARCHITECT/STRUCTURAL ENGINEER. OB ALL PENETRATIONS OF PAN SHALL BE WATER TIGHT. O THROUGH BOLT WITH 316 SST NUTS, WASHERS, AND LOCK WASHERS. 1D V LONG "RED -HEAD" TYPE EXPANSION ANCHORS. 11 STIFFEN AUXILIARY DRAIN PAN WITH 1-1/2"x1-1/2"x1/8" THICK GALVANIZED STEEL ANGLES TACK WELDED TO BOTTOM OF DRAIN PAN EVERY 6". CLEAN & PAINT WELDS WITH ZINC RICH PAINT AFTER WELDING. DETAIL NOTES: DOT INDICATES POSITION OF SAMPLING TUBE HOLES O OINLET TUBE EXHAUST TUBE O DUCT DETECTOR HOUSING O OAIR FLOW DIRECTION DUCT ACCESS DOOR POSITIONED TO 0 INSPECT SAMPLING TUBES. GENERA NOTE—i A❑. INSTALL SMOKE DETECTORS WHERE SHOWN AND/OR AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. B❑ SMOKE DETECTORS SHALL BE INSTALLED PER NFPA 72E AND 90A. WHEN AN APPROVED PROTECTVE SIGNALING SYSTEM IS INSTALLED, SMOKE DETECTORS SHALL BE POWERED BY THE SAME POWER SOURCE AS, AND INTERFACED WITH SAME PER NFPA 71, 72A, B. C, AND/OR D SO THAT ACTIVATION OF ANY AIR DISTRIBUTION SYSTEM SMOKE DETECTOR WILL CAUSE A SUPERVISORY SIGNAL TO BE INDICATED AT A CONSTANTLY ATTENDED LOCATION OR WILL CAUSE AN ALARM SIGNAL WHEN BUILDING IS NOT EQUIPPED WITH AN APPROVED PROTECTIVE SIGNALING SYSTEM. SMOKE DETECTORS SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM, WHERE APPLICABLE. IT IS INCUMBENT UPON THE CONTRACTOR TO CONFIRM COMPATIBILITY WITH THE FIRE ALARM SYSTEM BEING INSTALLED PRIOR TO SMOKE DETECTOR SHOP DRAWING SUBMISSION. C❑ SMOKE DETECTOR ACTIVATION SHALL CAUSE A VISUAL AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA AND SMOKE DETECTOR TROUBLE CONDITIONS SHALL BE INDICATED VISUALLY OR AUDIBLY IN A NORMALLY OCCUPIED AREA AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. D❑ VISUAL, AUDIBLE AND TROUBLE INDICATION SHALL INCLUDE A REMOTE TEST/RESET STATION AND SHALL BE LABELED AND IDENTIFIED AS TO AHU SYSTEM SERVED. LOCATION OF INDICATION AND TEST/RESET STATION SHALL BE ACCEPTABLE TO AUTHORITY HAVING JURISDICTION IN CEILING OVER OCCUPIED AREA BELOW DUCT DETECTOR OR ON WALL AT THERMOSTAT LOCATION IN OCCUPIED AREA UNLESS INCORPORATED INTO APPROVED PROTECTIVE SIGNAUNG/FIRE ALARM SYSTEM AS APPLICABLE AND ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. REMOTE TEST STATION SHALL BE CAPABLE OF REMOTE RESET. E� PROVIDE DUCT ACCESS DOORS UPSTREAM OR DOWNSTREAM OF DETECTOR FOR INSPECTION OF SAMPLING TUBES. DD. DUCT SMOKE DETECTORS SHALL BE SUPPLIED BY ELECTRICAL CONTRACTOR, INSTALLED INTO DUCTWORK WITH ACCESS PANEL BY AIR CONDITIONING CONTRACTOR, CONNECTED INTO FIRE ALARM SYSTEM BY FIRE ALARM CONTRACTOR. DUCT MOUNTED SMOKE DETECTOR EQUIPMENT AND INSTALLATION CRITERIA N.T.S. f ROF05ED MANUFACTUIZINc BUILDING FOP, F U R5 U IT B0AT5 3901 5T. LUCIE BLVD. FORT PIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 DID 5ET D. 07/18/19 PERMIT SET Architect: Igj DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fox.772.562.8600 wwwAmcdio—arch.com License No. AA0002238 ConSDltant CARDInRL 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: DETAILS PAI�V Sr OAAR-t. Job North (JCkle 00 °�Nc J � epCcvN�Y 1 e Drn: Drawing File: A5R,5AR CM: XREF File: MG Project No.: Plot File: 2018-42 Sheet No I,Ia�1t' M-OE 6opyright 12019, Poudio &Associates, Architects, P.A., All Rights Reserved MECHANICAL GENERAL SPECIFICATIONS Project: 1. THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, PERMITS FEES, INSPECTIONS, TESTS, INSURANCE, EXCAVATIONS AND BACKFILLING, ETC., REQUIRED FOR THE COMPLETION OF THE HVAC SYSTEM SHOWN ON THE DRAWINGS AND OR LISTED BELOW. ALL MATERIAL AND EQUIPMENT SHALL BE OF AMERICAN MANUFACTURE. 2. ALL LOW PRESSURE EXPOSED DUCTWORK SHALL BE RIGID INSULATED METAL DUCT WITH GAUGES, DUCT CONSTRUCTION, BRACING AND SUSPENSION IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE ASHRAE GUIDE AND SMACNA STANDARDS. DUCT INTERFACE WITH ALL AIR MOVING EQUIPMENT SHALL BE VIA FLEXIBLE CONNECTION PER SMACNA STANDARDS. DUCT SIZES SHOWN ARE "AIRSIDE" DIMENSIONS. VERIFY EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION. DUCTS SHALL BE SEALED AIR TIGHT AND WITHOUT LEAKS BY WELDING AND/OR GASKETING ALL JOINTS AND SEAMS. NO FIBERGLASS DUCTWORK WILL BE PERMITTED. ALL AIR DISTRIBUTION DEVICES MOUNTED ON EXPOSED DUCTWORK SHALL HAVE OVERSIZED COLLARS WITH FLANGE TURNED IN. COLLARS SHALL BE FURNISHED FLUSH WITH OUTER FLANGE OF THE AIR DISTRIBUTION DEVICE. MINIMUM INSTALLED R-VALUE OF INSULATION ON AIR CONDITIONING AND HEATING SUPPLY AND RETURN AIR DISTRIBUTION COMPONENTS INCLUDING BLOWER ENCLOSURES, MECHANICAL EQUIPMENT PLENUM CHAMBERS, AIR FILTER ENCLOSURES, AIR DUCTS AND PLENUMS IN OR ON BUILDINGS SHALL BE AS FOLLOWS: LOCATION OF AIR DISTRIBUTION COMPONENT/DUCT R-VALUE A. SPACE INTERIOR TO BUILDING 6.0 B. EXPOSED TO OUTDOOR CLIMATE 8.0 NOTE: DEFINITIONS ARE AS LISTED IN THE FLORIDA ENERGY CODE. REFER TO ALL DRAWINGS OR CLARIFICATION OF LOCATION OF AIR DISTRIBUTION COMPONENT. SEE SPECIFICATIONS FOR DUCT INSULATION. 3. ALL LOW PRESSURE SUPPLY AND RETURN AIR DUCTWORK ABOVE THE CEILING SHALL BE R=6.0 MINIMUM FIBERGLASS DUCT BOARD WITH INTERIOR LINED PERMACOAT COATING (JOHNS MANVILLE SUPERDUCTO RC OR EQUAL) WITH REINFORCED SEAMS WITH STAPLES AND PRESSURE TAPE. FABRICATED FROM IN COMPLIANCE WITH SMACNA LOW PRESSURE DUCT STANDARDS ADDITIONALLY SEALED WITH HIGH PRESSURE DUCT MASTIC AND FABRIC. 4. ALL OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL UPSTREAM OF THE DOAS UNIT UN -INSULATED. ALL DUCTWORK DOWNSTREAM OF THE UNIT SHALL BE GALVANIZED SHEET METAL INSULATED AND CONSTRUCTED AS INDICATED ABOVE, SEALED WITH HIGH PRESSURE DUCT MASTIC. 5. ALL EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED AS INDICATED ABOVE, SEALED WITH HIGH PRESSURE DUCT MASTIC. 6. FLEXIBLE DUCTWORK SHALL BE U.L. NO. 181 LISTED RATED AT 6"WG WITH SAME INSULATION AS SUPPLY AIR DUCTS, EQUAL TO FLEXMASTER TL-M, (ALUMINUM INNER CORE). FLEXIBLE DUCT SHALL BE FOR TERMINATION AT THE REGISTER ONLY NOT TO EXCEED 6-0" IN LENGTH. 13. THE CONDENSATE DRAIN PIPING SHALL BE DWV PVC, WITH 1/2" THICK ARMAFLEX INSULATION INTERIOR TO BUILDING. 14. REFRIGERANT PIPING SHALL BE SOFT COPPER PURGED WITH NITROGEN AND SOLDERED WITH SILVER SOLDER OR "SILFOS" JOINTS, NO JOINTS BELOW GRADE. PRESSURE TEST HIGH SIDE PIPING TO 300 PSIG AND LOW SIDE PIPING TO 150 PSIG. EVACUATE SYSTEM TO 500 MICRONS - VACUUM HOLD FOR 24 HOURS AND BREAK VACUUM WITH REFRIGERANT. INSULATE SUCTION PIPING WITH 1" THICK ARMAFLEX 25150 PIPE INSULATION. 15. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SEAL ALL DUCTWORK AIRTIGHT WITH DUCT TAPE AND HIGH PRESSURE DUCT SEALER. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED PER SMACNA STANDARDS. 16. FIRE DAMPERS SHALL BE INSTALLED AT ALL PENETRATIONS OF INDICATED FIRE RATED CONSTRUCTION. DAMPERS SHALL BE U. L. CLASSIFIED/LISTED AND LABELED AND SHALL BE CONSTRUCTED AND INSTALLED TO CONFORM TO REQUIREMENTS OF NFPA 90-A AND UL 555. FIRE DAMPERS SHALL BE DYNAMIC TYPE B, (SPACE PERMITTING) WITH BLADES OUT OF AIR STREAM AND UL. LISTED, WITH 165 DEG. F. FUSIBLE LINK UNLESS OTHERWISE INDICATED AND SHALL INCLUDE UL LABEL VERIFYING CLASSIFICATION AS DYNAMIC FIRE DAMPER. DUCT ACCESS PANELS SHALL BE PROVIDED FOR REPLACEMENT OF FUSIBLE LINKS. 17. PROVIDE AND INSTALL FIRE AND SMOKE PENETRATION SEALS FOR OPENINGS IN FLOORS/SLABS, WALLS AND OTHER ELEMENTS OF CONSTRUCTION DEFINED ON ARCHITECTURAL DRAWINGS AS FIRE AND/OR SMOKE BARRIERS. FIRE/SMOKE SEALING SYSTEM SHALL HAVE THE SAME RATING AS THE BARRIER PENETRATED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. A. FIRESTOPPING MATERIALS TO BE BY HILTI, 3M, DOW CORNING CORP., OR APPROVED EQUAL. B. FIRESTOPPING MATERIALS TO BE ASBESTOS FREE AND IN COMPLIANCE WITH ASTM E-814 AND UL 1479. 5. PROVIDE ACCESS PANELS IN ALL WALLS AND CEILINGS FOR ALL VALVES, DAMPERS, CONTROL DEVICES, ETC. ACCESS PANELS SHALL BE MILCOR FLUSH TYPE, MATCH FIRE RATING OF WALL OR CEILING ASSEMBLY. 6. PROJECT PHASING: A. CONTRACTOR SHALL SUBMIT A WRITTEN SYSTEM SHUT DOWN REQUEST (A MINIMUM OF TWO WEEKS PRIOR TO PROPOSED SHUT DOWN), STATING SPECIFIC SYSTEM AND WORK TO BE DONE, AND DURATION OF SYSTEM DOWNTIME, TO OWNER FOR WRITTEN APPROVAL, PRIOR TO START OF ANY CONSTRUCTION. B. UNDER EMERGENCY CONDITIONS, AS NOTIFIED BY OWNER, CONTRACTOR SHALL DO ALL WORK AS REQUIRED TO IMMEDIATELY PLACE ALL SYSTEMS BACK IN OPERATION. C. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES AS REQUIRED TO HAVE ALL AIR CONDITIONING SYSTEMS IN PROPER OPERATION AT ALL TIMES. 7. ALL REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS SHALL BE TITUS, PRICE, OR APPROVED EQUAL. 8. ALL EXHAUST FANS SHALL BE GREENHECK OR APPROVED EQUAL. 9. ALL AIR CONDITIONING EQUIPMENT AND SYSTEM CONTROLS SHALL BE AS SHOWN ON THE EQUIPMENT SCHEDULE AND CONTROLS DRAWING. ALL HVAC EQUIPMENT SHALL BE MONITORED AND CONTROLLED BY THE BMS. ALL VRV EQUIPMENT AND CONTROLS SHALL BE "DAIKIN", NO APPROVED EQUAL. 10. INSTALL IONIZATION TYPE SMOKE DETECTORS WHERE SHOWN AND/OR AS REQUIRED BY APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. SMOKE DETECTORS SHALL BE FURNISHED BY FIRE ALARM CONTRACTOR. A. SMOKE DETECTORS SHALL BE INSTALLED PER NFPA 72E AND 90A. B. SMOKE DETECTOR ACTIVATION SHALL CAUSE A VISUAL AND AN AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA AND SMOKE DETECTOR TROUBLE CONDITIONS SHALL BE INDICATED VISUALLY OR AUDIBLY IN A NORMALLY OCCUPIED AREA AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. THIS ITEM BY ELECTRICAL. C. VISUAL, AUDIBLE AND TROUBLE INDICATION SHALL INCLUDE A REMOTE TEST/RESET STATION AND SHALL BE LABELED AND IDENTIFIED AS TO AHU SYSTEM SERVED. LOCATION OF INDICATION SHALL BE IN CEILING OVER OCCUPIED AREA BELOW DUCT DETECTOR OR ON WALL AT THERMOSTAT LOCATION IN OCCUPIED AREA UNLESS INCORPORATED INTO APPROVED PROTECTIVE SIGNALING/FIRE ALARM SYSTEM AS APPLICABLE AND ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. THIS ITEM BY ELECTRICAL. D. SMOKE DETECTORS SHALL BE INSTALLED IN DUCTS BY HVAC CONTRACTOR, AND SHALL HAVE DUCT ACCESS PANEL FURNISHED AND INSTALLED BY AIR CONDITIONING CONTRACTOR, POSITIONED TO INSPECT SAMPLING TUBES. E. DUCTS SHALL TRANSITION AS REQUIRED TO ACCOMMODATE SMOKE DETECTORS REQUIRING DUCTS LARGER THAN UPSTREAM AND DOWNSTREAM SIZE INDICATED. 10. THIS CONTRACTOR SHALL PROVIDE AND COORDINATE ALL MOTOR STARTERS, RELAYS, CONTACTORS, INTERFACES AND APPURTENANCE REQUIRED FOR ALL EQUIPMENT AND SYSTEMS FURNISHED UNDER THIS CONTRACT AND SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. 11. TEMPERATURE CONTROL SHALL BE AS INDICATED ON DRAWINGS. FURNISH ALL EQUIPMENT AND HARDWARE REQUIRED FOR BUILDING COMPATIBILITY INCLUDING INTERFACE WITH LIFE SAFETY SYSTEM UNDER THIS CONTRACT FOR COORDINATION AND INSTALLATION BETWEEN THE CONTROLS CONTRACTOR AND THE ELECTRICAL CONTRACTOR. 12. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING 13. FILTERS: A. PROVIDE TWO SETS OF TEMPORARY FIBERGLASS THROWAWAY FILTERS OF THE SAME THICKNESS AS FINAL FILTERS FOR USE DURING CONSTRUCTION. B. PROVIDE TWO SETS OF FILTERS AS SHOWN ON DRAWINGS, FOR EACH PIECE OF EQUIPMENT 14. GUARANTEES: A. ALL HVAC EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A 10 YEAR MINIMUM PRODUCT GUARANTEE FROM DATE OF START-UP. B. CONTRACTOR SHALL GUARANTEE ALL OTHER MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM DATE OF ACCEPTANCE. 15. TESTING: A. SYSTEM SHALL BE TESTED AND BALANCED BY A RECOGNIZED TESTING AND BALANCING AGENCY CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). BALANCE SYSTEMS TO DELIVER ALL CUMULATIVE AND INDIVIDUAL PERFORMANCES INDICATED WITHIN 5 PERCENT AND SHALL BE IN ACCORDANCE WITH THE (AABC) NATIONAL STANDARDS OR (NEBB) PROCEDURE STANDARDS. SUBMIT BALANCE TEST RESULTS FOR PROCESSING SUFFICIENTLY PRIOR TO PUNCH LIST INSPECTION, FINAL INSPECTION OR CERTIFICATE OF OCCUPANCY, WHICHEVER OCCURS FIRST, TO ALLOW FOR ANY REMEDIAL ACTION REQUIRED BY ENGINEER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR PERFORMANCE AND INDOOR AIR QUALITY ASSOCIATED WITH NON-COMPLIANCE WITH THIS ITEM. HAVE COPY OF TEST AND BALANCE REPORT AVAILABLE AT ALL INSPECTIONS. CONTRACTOR SHALL HAVE TEST AND BALANCE COMPANY AT ALL ENGINEER'S INSPECTIONS WITH ALL TEST INSTRUMENTS AND TYPED FINAL TEST AND BALANCE REPORT, WHICH WILL BE FIELD VERIFIED AT THE INSPECTIONS BY THE ENGINEER AND INSPECTORS. BALANCE AIRSIDE AND WATERSIDE OF ALL SYSTEMS, NEW AND EXISTING. HVAC CONTRACTOR TO MODIFY ALL EXISTING SYSTEMS TO MEET DESIGN FLOWS SHOWN ON DRAWINGS NEW AND EXISTING. & TEST AND BALANCE REPORT SHALL INCLUDE PRESSURE DROP ACROSS SAMPLING TUBES FOR EACH DUCT SMOKE DETECTOR, AND A COPY OF SMOKE DETECTOR MANUFACTURER'S U.L. INSTALLATION INSTRUCTIONS, WITH ALLOWABLE PRESSURE DROP RANGE. REWORK AND RELOCATE DETECTORS AS REQUIRED TO BE WITHIN RANGE. C. TEST AND BALANCE REPORT SHALL INCLUDE TESTING OPERATION OF ALL CONTROLS FOR ALL SYSTEMS, AND CERTIFICATION THAT SEQUENCE OF OPERATION IS CORRECT AND OPERATING PROPERLY. D. AIR CONDITIONING CONTRACTOR SHALL USE THE FOLLOWING TEST AND BALANCE COMPANY FOR ALL WORK (PAID FOR BY THE OWNER'S GENERAL CONTRACTOR): GFS CONSULTING, INC. 10421 S.W. 64TH STREET MIAMI, FLORIDA 33173 ATTN: GREG SANDS TEL: (305) 992-4348. 16. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS AND ASHRAE HANDBOOKS TO ELIMINATE ANY OBJECTIONABLE NOISE. 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 18. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 19. UNIT AND DUCT MOUNTED HEATERS SHALL BE U.L. LISTED AND LABELED. BRANCH FUSES FOR ALL ELEMENTS OVER 48 AMPS, AUTO RESET THERMAL CUT-OFF, HEAT LIMITERS, FUSED DISCONNECT. AIR FLOW PROVING DEVICE, CONTROL TRANSFORMER WHERE REQUIRED FOR CONTROL VOLTAGE. 20. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 21. AIR DISTRIBUTION, A/C EQUIPMENT, FANS, MANUFACTURER, MATERIALS, ETC. SHALL BE AS LISTED HEREIN, AS SCHEDULED ON THE DRAWINGS, OR A WRITTEN PRIOR TO BID APPROVED ALTERNATIVE AND A PRIOR TO INSTALLATION PROCESSED SHOP DRAWING. HVAC EQUIPMENT FURNISHED SHALL SATISFY THE MINIMUM EER, SEER, IPLV, HSPF, AFUE AND/OR COP AS LISTED IN THE FLORIDA ENERGY CODE, THE MINIMUM VALUES LISTED IN THE ENERGY CODE COMPLIANCE CALCULATIONS AND/OR THE VALUES SCHEDULED HEREIN WHICHEVER IS MORE RESTRICTIVE. 22. SUBMIT SHOP DRAWINGS OF ALL DUCT LAYOUTS, MATERIALS, EQUIPMENT AND/OR PROPOSED INSTALLATIONS AT VARIANCE TO CONTRACT DOCUMENTS FOR PROCESSING PRIOR TO FABRICATION AND/OR ORDERING OF EQUIPMENT AND MATERIALS. ALL SHOP DRAWINGS AND/OR REQUESTS FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE ACCEPTED FOR REVIEW ONLY WHEN SUBMITTED THROUGH THE ARCHITECT. ALL SUBMITTALS SHALL BE MADE WITHIN 30 DAYS OF NOTICE TO PROCEED. SUBMITTALS OF DUCT 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 NON -SPECIFIED ITEM. SHOP DRAWINGS AND SUBMITTALS FOR EACH ITEM SHALL BE REVIEWED NO MORE THAN TWO TIMES UNLESS ACCOMPANIED BY PURCHASE ORDER FROM CONTRACTOR. DUCT LAYOUTS AND/OR SYSTEMS IF SUBMITTED AT VARIANCE TO THE CONTRACT DOCUMENTS SHALL INCLUDE REASON FOR PROPOSED CHANGE, CREDIT OFFERING TO OWNER AND C.O.D. PURCHASE ORDER TO ENGINEER TO REVIEW ALTERNATIVE DESIGN, FAILURE TO INCLUDE ANY OF THESE ITEMS WILL RESULT IN REJECTION. CIRCUMSTANCES NECESSITATING A REVISION TO THE PERMITTED DOCUMENTS NOT PROCESSED PRIOR TO INSTALLATION MAY NOT BE ACCEPTED AND WILL NOT BE REVIEWED UNLESS ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR. SUBSTITUTIONS FROM THE BASE DESIGN OR BASE DESIGN MANUFACTURERS AND/OR VARIATIONS TO THE PERMITTED CONTRACT DOCUMENTS WHETHER RESULTING FROM PROCESSED SHOP DRAWINGS OR NOT, THAT RESULT IN REQUIREMENTS IN PERMIT CONTRACT DOCUMENTS CHANGES MANDATED BY THE AUTHORITY HAVING JURISDICTION WILL NOT BE MADE BY THIS OFFICE UNLESS ACCOMPANIED BY A PURCHASE ORDER FROM THE CONTRACTOR. THE WORK EFFORT AUTHORIZED BY SUCH PURCHASE ORDERS WILL BE RELEASED ON A C.O.D. BASIS ONLY. WHERE SUCH IS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT ALL PROCESSED SHOP DRAWINGS INCLUDING PROCESSED TEST & BALANCE REPORTS IN A TIMELY MANNER PRIOR TO REQUEST FOR FINAL INSPECTION/CERTIFICATE OF OCCUPANCY. 23. WHERE SPECIFIC PRODUCTS, MANUFACTURERS AND/OR MODEL NUMBERS ARE LISTED TO ESTABLISH QUALITY STANDARDS AND/OR SPACE LIMITATIONS, SUBSTITUTIONS OF EQUAL STATUS WITH APPROPRIATE CREDITS MAY BE CONSIDERED IF ACCEPTED IN WRITING/VIA PROCESSED SHOP DRAWINGS BY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION. THIS CONTRACTOR WILL ABSORB ALL COORDINATION EFFORTS AND ALL IMPACTS IMPOSED ON OTHER TRADES. 24. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL CONDITIONS. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. NOTIFY ARCHITECT AND/OR ENGINEER OF ANY CHANGES REQUIRED DUE TO SUCH CONDITIONS BEFORE PROCEEDING WITH THE WORK, SUBMIT DISCREPANCIES, DIFFERENCES AND PROPOSED VARIATIONS TO CONTRACT DOCUMENTS FOR CONSIDERATION AND DECISION BEFORE PROCEEDING 25. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT, AND PROVIDE READY ACCESSIBILITY TO DAMPERS, VALVES, AND OTHER APPARATUS, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 26. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT WORK AND EQUIPMENT FROM DAMAGE. 27. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP SPECIFIED UNDER APPROPRIATE SECTIONS FOR THE BUILDING. 28. All ROOF MOUNTED EQUIPMENT, DUCTWORK AND PIPING SHALL BE SUPPORTED AND STRUCTURAL STEEL ANCHORED TO ROOF STRUCTURAL SYSTEM IN A MANNER APPROVED BY THE STRUCTURAL ENGINEER. 29. FLEXIBLE DUCT IF SHOWN FOR AIR DISTRIBUTION SUB -BRANCH RUNOUTS ONLY SHALL BE U.L. NO. 181 LISTED CLASS 1 AIR DUCT NFPA-90A COMPLIANT WITH BLANKET TYPE INSULATION (MINIMUM R=6.0) WITH EXTERIOR VAPOR BARRIER, PRESSURE RATING 6 IN. W.G., MODEL TL-M AS MANUFACTURED BY FLEXMASTER CORP. PROVIDE CONICAL BELL MOUTH SPIN COLLAR WITH DAMPER AND EXTRACTOR AS MANUFACTURED BY FLEXMASTER CORP. WHERE FLEXIBLE DUCT IS CONNECTED TO RECTANGULAR DUCTWORK. DUCT SHALL BE INSTALLED WITH NO SAG, NO COMPRESSED EXCESS LENGTH AND SHALL BE A MAXIMUM OF FOUR FEET IN TOTAL LENGTH UNLESS OTHERWISE INDICATED. 30. PAINT ALL EXPOSED EQUIPMENT, PIPING AND METAL OR LINED DUCTWORK AS INDICATED BY THE FACILITY STANDARDS LISTED ON THESE DRAWINGS. 31. PAINT ALL EXPOSED EQUIPMENT, NON -INSULATED PIPING AND DUCTWORK AS INDICATED BY THE FACILITY STANDARDS LISTED ON THESE DRAWINGS. CLEAN PRIME AND PAINT USING PPG ENAMEL. 32. ON ALL SCHEDULED EQUIPMENT WHOSE MODEL NUMBER IS INCONSISTENT WITH THE PERFORMANCE CHARACTERISTICS INDICATED AND/OR ANY PERCEIVED SPECIFICATION CONFLICTS, 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 OF ANY EQUIPMENT. 33. ALL EQUIPMENT SUPPORTS, PIPING SUPPORTS, DUCT SUPPORTS, AND ROOF PENETRATIONS SHALL BE DONE IN A MANNER ACCEPTABLE TO THE BUILDING STRUCTURAL ENGINEER. 34. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND COMPATIBILITY WITH ANY INTERFACE OR CONFLICT OF EXISTING SERVICES AND/OR WORK FROM OTHER TRADES 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 AVAILABLE INFORMATION. 35. ALL EQUIPMENT SPECIFIED TO BE MOUNTED EXPOSED TO THE WEATHER SHALL BE MOUNTED TO WITHSTAND HURRICANE WIND LOADS TO MEET LOCAL AHJ CODE REQUIREMENTS. CONTRACTOR SHALL SUPPLY MEANS OF COMPLYING WITH SAID REQUIREMENT WITH ENGINEERED SHOP DRAWINGS SEALED BY A FLORIDA P.E. SUPPLIED, PAID FOR AND COORDINATED BY THE CONTRACTOR. REFER TO HVAC AND/OR STRUCTURAL DETAILS OR CONTRACTOR PROVIDED SHOP DRAWINGS FOR MOUNTING DETAILS INDICATING EQUIPMENT IS SECURED TO SUPPORTS AND STRUCTURE SUCH THAT THE EQUIPMENT WILL REMAIN IN PLACE IN THE PRESENCE OF HURRICANE FORCE WINDS, AND AS REQUIRED BY FLORIDA BUILDING CODE. 36. EQUIPMENT SCREENS AND/OR VISUAL BARRIERS FOR ALL EXTERIOR EQUIPMENT SHALL NOT IMPAIR THE RECOMMENDED SERVICE CLEARANCES BY THE EQUIPMENT MANUFACTURER. 37. AS BUILT DRAWINGS A. APPROVED EQUIPMENT AND MATERIAL SUBSTITUTIONS AND/OR APPROVED INSTALLATION VARIATIONS FROM THE PERMITTED CONTRACT DOCUMENTS SHALL BE KEPT CURRENT ON A "MARKED -UP" JOB SET OF CONTRACT DOCUMENTS DURING CONSTRUCTION. B. CONTRACTOR SHALL FURNISH COMPLETE SET OF REPRODUCIBLE PLANS INCORPORATING ALL SUCH APPROVED CHANGES, DEVIATIONS, ETC., THAT OCCURRED DURING CONSTRUCTION. THESE "AS -BUILT" SETS OF PLANS SHALL BE DELIVERED TO ENGINEER FOR CERTIFICATION BEFORE FINAL ACCEPTANCE OF JOB IS GIVEN. CONTRACTOR'S "AS -BUILT" DRAWINGS TO INCLUDE ALL MODIFICATIONS TO SHOP DRAWINGS, WIRING DIAGRAMS AS WELL AS PLANS. C. ALL "AS -BUILT" DRAWINGS SHALL INCLUDE ALL SCHEDULED MATERIALS, EQUIPMENT AND FULL DATA INDICATED ON CONTRACT DOCUMENTS REVISED TO REFLECT ALL SUBSTITUTED ITEMS. D. IF ENGINEER CERTIFIED AS -BUILT DRAWINGS ARE NOT REQUIRED BY, SUBMITTED TO AND ACCEPTED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CODE COMPLIANCE AND/OR CONTRACTOR COMPLIANCE WITH THE INTENT OF THE PERMITTED CONTRACT DOCUMENTS. E. A COPY OF THE FINISHED "AS -BUILT" DRAWINGS SHALL BE AT THE JOBSITE FOR INSPECTIONS. 39. THERE IS NO STATED OR IMPLIED COMPLIANCE WITH ASHRAE 62 OR FLORIDA MECHANICAL CODE (CHAPTER 4) OTHER THAN FROM A DESIGN STANDPOINT UNLESS "AS -BUILT" DRAWINGS AND TEST AND BALANCE DATA HAVE BEEN SUBMITTED TO AND PROCESS WITHOUT EXCEPTION BY THE ENGINEER OF RECORD PRIOR TO USE AND/OR A CERTIFICATE OF OCCUPANCY BEING ISSUED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR PERFORMANCE AND INDOOR AIR QUALITY ASSOCIATED WITH NOW COMPLIANCE OF THIS ITEM IN SEQUENCE AND WITHIN THE TIME FRAME HEREIN DEFINED. 40. REFER TO CONTRACT DOCUMENTS CREATED BY SPECIALTY CONSULTANTS (SUCH AS LIGHTING, AND/OR INTERIOR DESIGN AS APPLICABLE) AND ASSOCIATED SHOP DRAWINGS TO CONFIRM REQUIREMENTS PRIOR TO ROUGH IN FOR QUANTITY, SIZES AND LOCATION AND CRITERIA FOR MATERIALS TO BE USED OF REQUIRED SERVICES AND COORDINATION WITH OTHER TRADES. 41. ALL WORK AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE AND CODES OF AUTHORITY HAVING JURISDICTION. 42. ALL MECHANICAL SYSTEM PIPING SHALL BE SUPPORTED IN COMPLIANCE WITH THE FLORIDA MECHANICAL CODE SECTION 305.1. ALL PIPING, VALVES, PUMPS, I.E. ALL SYSTEMS AND COMPONENTS SHALL BE RIGIDLY MOUNTED SO THAT THERE WILL BE NO MOVEMENT WHEN VALVES OR EQUIPMENT ARE OPERATED. FROF05EP MANUFACTURING 13UILDING FOR FU RS U IT BOAT5 3901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan loeue5: No.: Date: Description: A. 07112/19 BID SET B. 07/18/19 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.8600 www.dwadio-orch.com License No. AA0002238 Comouitant Da CRRofnRL EnGInEERilm RSSOCIRTES Inc. 575 NIN 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: oete GENERAL CODE E Drn: Drawing File: A5P.,5AP. �tL . Chd: XREF File: \CEN MG Project No.: Plot File: 2 //#✓l/ �. ,^°Y Sheet et No.: Na.: M-OF Copyright 1 Colo, Donadio & AeeocWa ,Architects, P.A., All Righw Reverved 17== El 0 0 El El El I I I I I I of I I I 1 I I I M 1 1 I I I I I I I ® ❑ O o ❑ ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ D O ® o ❑ ❑ ❑ o El 10 I I I I I I I i j I II I 1 II II II II II II II I SHEET M-07 --------------I-----_�--------_- _- ------_��__----------- ----- - - --- -----_-_---- _ __-___ __ __ ----- ---- --- - I I I M r-w: -r a =_ � r- r>. �..�Id � .�.:� �111 � _.'.11�-:�::SA1�# 19(:-�:� � �!,� -� r �..� •. r tln-:� arrl _I�r....t�llo 491 �.';�_ ❑ o � F_ ` 1 ® o ❑ ❑ ❑ a ❑ ❑ ❑ o ❑ ❑ ❑ O ® O D O O O ❑ 0 m m ❑ ❑ ® ® ❑ ® [ S - G r ❑ ❑ o 1 ❑ o o a ❑ ❑ _ ❑ o o ''? ❑ ❑ 0 1 oo� I 5HEET M-03 ❑ -_ 0 5HEET M-04 ❑ ❑ ❑ ❑ ❑ ❑ ❑ [�-Tm I-TrA ❑ ❑ ❑ ❑ ® p - --- - - ❑ ❑ ❑ El El❑ El El El El ❑ 1AI RL AI L I ® ❑ cc O ❑ ® ® Ej ❑ ❑ ❑ ® O El El D El IEj El 0 ED ❑ �. I I —��ION I I _� o 0 0 1-TON 1-1 ON u — - —: -- - on<� /' a H015T H015T 1-- :� _ - - N xw0 lry a I I I ------------------- -------------------- ---------------------- ----- 0 0 oEmo 0 0 0 i o a ® o 0 0 0 0 --- ---------------- g-------_------------------------------------------ '--------- ---------- — --- ------ ------- -------- -------------------------- I- - - I I F-- O _ I _____ _____________I_ __--_—__ —_--_ _—_ ___---__---_________---_ 1 O � N _____---o —________---_______---___________--,'.. �: _________ NS I —_. � ZUJ o a ❑ ® O CFA EE I E= Qzc 4 — L. I I 1 1 IL z oo�w i Nxwp limS ----- --------------- zo ------------------------------------------------i I -- - ;� --- �L_� zON I _ ��� _ ICI N= _ NS r-• I i ,,.\ - I ?3 1-TON FIXED 1-TON FIXED DEAM N015nT 5 � --------------------- -------- -------------------;-------------z-------------------- i ---- I-- ---- ------------ I4-----;------------a-------------------#�----------------I------- --- — I i -------------------- --------------- I I I I ® o 0 0 ® o 1/2-TON 1/2-TON H015T H015T i Ir----- - - - - - ------ -- --- --- --- ---- BALL AREA OF WORK - FLOOR FLAN Project: FROF05ED MANUFACTURING DUILDING FOR FUK5UIT POAT5 3901 5T. LUCIE P LVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox.772.562.6600 www.donadlo-arch.com License No. AA0002238 Con5ultarrt: cAR13mRL EnunEERIIIIG 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 AREdR@ ORK PLAN op Job North g6 , Cz )r.? 00ce Drn: Drawing File: �a•76a s> . �� - A5R,5AR p�L G Chd: XREF File: ENS MG Project No.: Plot File: 2018-42 Sheet No.: No.: ATE OF :Ac v 6op,H,ht • 2019, NO ,Alo &Associates, Arch2e Lt , P.A., All 2lghte Reserved I I I I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I e I I I I a o ---------------- IF"1'I-I mmmm---'ti 1 , 1 � 1 1 1 I L 1 l 1 t u�-- 0 1 1 1 � 1 1 1 1 'p,.., I. _ I I I I I I I ` IN ,I I I I I I I I I I I IO I I i r I I I I I I I I I I i JJ 1 I% � I I I I I I I _____________ ______ ______— I I _____; I 0 0 0 I I I I I ' o 0 I I I I I I I I ® 0 I I I I I I I I 12 I I I I I ' 0 0 I I I I 1la r•s�s:�:: ----- ----- --- ------------ ---------------- - ----- ----------- -- M-05 `"-'"' o . `I C ---------------------------------------------------- I I i o o a o Em" co 0 0 ® I I I I I II 1 I I 1 I I I I I I I D L___J 11-_______________—I____----____---_--x--_____--_______----I _____--_____----_-3_—.-- ______—x -- _—_______i _--_—____----x ___— —___—x __ -- -%______—___________; __________— 1 l J - P I V I I ---I I I I 1 I HI I I OVERALL AREA OF WORK - FLOOR FLAN Project: FROF05EP MANUFACTURING 13UILDING FOR FUR5UIT DOAT5 3901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 155ue5: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th street Vero Beach, FL 32960 Tel.772-794.2929 Fox.772.562.8600 www.donadio—arch.corn License No. AA0002238 Consultant: Ua cARmnAL EnunEERIna ASSU M : ES ;Pay... 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 ARE F WORK PLAN Job North �!Y "( -�t'z4 C. Drn: Drawing File: e A5R, 5AR y j's Ghd: XREFFile: I. MG F.r Project No.: Plot File: r ]z 2018-42 t' * Sheet No.: `` STATE 0 ; rt ' g�. •. �, M-02 D�}a�AdJninr 4eti`.a14� ��dydddlBa,rA" Copyright 2019, Donadio & Aswciatee, ArchlYects. P.A., All Rlghcs Reserved 0 l- " ►A ►Ai prl=� 0 E ,r IIIIII 12" 0 RELIEF I II O WALL CAP OO O F'� L i_248x48 1 3,100 UD-150 UD-150 rr it BD STAINLESS STEEL 4bxJb IF 3,400 1 1 I 1 0AHU-1 1 I \ 0 s, N Project: FROF05ED MANUFACTURINC BD 4806 r r rt x BD -- _ t 0SET AT 0.1" IN.WC. 3,400 --- `D /� -- FOR ElLT a FU125UIT BOATS AHU-10 R �' R �► 5901 5T. LUCIE BLVD. O 60 0550 028o FOIST FIERCE, FLORIDA N Key Plan T1 I I 1 PS/A i o24/24 S/A 24/2 1 20/20 O/A 1 2 2 t 12/12 S/A 12/12 S/A I 12/12 /A 18"0 0/A 16"0 0/A —DO IF — — — — - 24/24IS/A 24/14 S/A — — o) 1 _ I24/16 S/A 155ue5: 1 \L No.: Date: Description: A. 07/12/19 BID SET I 20/14 S/A 20/14 S/A \ OO 20/1 S/A L213fl4/A B. 07/18/19 PERMIT SET 1 �L;W� N 01C 056012 -0 I 0560 0550 0420 D 1 1 I I I i Ii i i i i ❑ i i i i 1 ❑ LT - 1 I M I I I 1 — — — — — — — — — — -� — — -- — — — — — — — — — 1 I 16/14 S A ( 16/14 S/A 16/ 4 S/A 1 /14 S/A i i i i Architect: r 11 )7V 1 0560 I 0560 0550 ID '' I IC y rC iC �► �► 6/6 DONADIO I & Associates, Architects P.A. VI) 809 17th Street i — — — �— — — i — — -- --- — .—__ — — — ❑ i -- i ❑ i Vero Beach. 32960 — — Ta1.772.794.2929 — Fax.772.562.2.8600 www.donadio—arch.com License No. AA0002238 1/2-TON UD150 I I Consultant: 12/12 S AAI 12/12 S/A 12/12 S/A 12/12 S/A Da , 00 01 I I I EncinEERInc RSSOCIRTES Inc. 575 NW MERCANTILE PL TE 106 PORT IST. LUCIE i ❑ i i ❑ ❑ l i ❑ FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com R 71 R i CA LIC. 31555 560 12"0 0550 0 595 0 O'.560 D 0 0 Drawing Title: 'l ENLARGED PLAN — ELECTRICAL/ UPHOL5TERY 5 Job North 1:ra � �dl �- I At' flv��cL Drn: Drawing File: �r A5R,5AR UD-150 iy Chd: XREF File: ..... ... .... .......... ..... ... .... .. .. ... r o.1728 MG - .. t , .� Project No.: Plot File: r ." Sheet No.: y F� �vAl—�� tis' M-04 01 WILING HARNE55 A55EM13LY/UFHOL5TERY ROOM FLAN Dates-'Zl �.,,W 7 Scale: 1/4"=1'-0" Copynght • 2019, [) nM o & Associate., Architects, P.A., All Rights Re.ervW VD AHU-9 'I Project: 6" CONCRETE HOUSKEEPING PAD DROP DOWN_BELOW_GRADE IN PVC CHASE WITH LONG SWEEP ELBOWS. SEAL ANNULAR SPACE WEATHER TIGHT ON BOTH ENDS. II II II II II II II REFRIGERANT PIPING BELOW I CONCRETE WALKWAY IN PVC CHASE i NO JOINTS BELOW SLAB. II II DROP DOWN BELOW GRADE IN PVC CHASE I I WITH LONG SWEEP ELBOWS. COVER LINESET WITH SHEET METAL G TTER PAINT TO MATCH BUILDING. �r REFRIGERANT LINES 1-1/6" SUCTION Y6" LIQUID CU-2 REFRIGERANT LINES 1—Y6" SUCTION -%" LIQUID CU-1 6" CONCRETE HOUSKEEPING PAD Q-44 REFRIGERANT LINES 1—%" SUCTION W LIQUID REFRIGERANT LINES %" SUCTION W LIQUID 6" CONCRETE HOUSKEEPING PAD Cu-5 CU-6 iIiiil DROP DOWN BELOW GRADE IN PVC CHASE WITH LONG SWEEP ELBOWS. SEAL ANNULAR SPACE IIIIII WEATHER TIGHT ON BOTH ENDS. IIIIII IIIIII REFRIGERANT PIPING BELOW CONCRETE WALKWAY IN PVC CHASE NO JOINTS BELOW SLAB. IIIIII IIIIII IIIIII DROP DOWN BELOW GRADE IN PVC CHASE IIIIII WITH LONG SWEEP ELBOWS. COVER LINESET WITH SHEET METAL GUTTER PAINT TO MATCH BUILDING. REFRIGERANT LINES (2) -Y4" SUCTION (2) -W LIQUID REFRIGERANT LINES (2) 1-1%" SUCTION (2) Y2" LIQUID C ROOM "A" - FLOOR PLAN 03 ELECTRIC ROOM 13" - FLOOR FLAN Scale: 1/4"=V-0" Scale: 1/4"=1'-0" OACU-1 REFRIGERANT LINES (1) 2—Ye" SUCTION (3) 44" LIQUID 01 CONDEN5ING UNIT LAYOUT - PLAN Scale 1/4"=V-0" 6" CONCRETE HOUSKEEPING PAD CUCU=9 CU-10 DROP DOWN BELOW GRADE IN PVC CHASE WITH LONG SWEEP ELBOWS. SEAL ANNULAR SPACE WEATHER TIGHT ON BOTH ENDS. REFRIGERANT PIPING BELOW —CONCRETE WALKWAY IN PVC CHASE NO JOINTS BELOW SLAB. DROP DOWN BELOW GRADE IN PVC CHASE WITH LONG SWEEP ELBOWS. COVER LINESET WITH SHEET METAL GUTTER PAINT TO MATCH BUILDING. 6" CONCRETE HOUSKEEPING PAD Pi�Of 05ED MANUFACTURING 13UILDING FOR FUR5UIT POAT5 ! YTS 3901 5T. LUCIE P>LVD. I I DROP DOWN BELOW -GRADE IN PVC CHASE SPACE WITH LONG SWEEP ELBOWS. SEAL ANNULS {� {� {� I I WEATHER TIGHT ON BOTH ENDS, FORT FIERCE, FLORIDA II IT Key Flan REFRIGERANT LINES REFRIGERANT LINES (2) -Y4" SUCTION 1—%" SUCTION (2) W LIQUID W LIQUID REFRIGERANT LINES (2) 1—A" SUCTION (2) Y2" LIQUID i i REFRIGERANT PIPING BELOW CONCRETE WALKWAY IN PVC CHASE NO JOINTS BELOW SLAB. II II II DROP DOWN BELOW GRADE IN PVC CHASE WITH LONG SWEEP ELBOWS. COVER LINESET WITH SHEET METAL GUTTER II PAINT TO MATCH BUILDING. II Issues: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beoch, FL 32960 Tol.772.794.2929 Fox.772.562.8600 www.donadio—orch.com License No. AA0002238 Consultant: aa EnunEERia1C 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: ENLARGED FL - CONDENSING UNIT FLAN, 4'A. Kf*jfLooR FLAN5 Azz ®�0 p� v Drn: Drawing File: ik L U A5R, 5AR Chd: XREF File: V"EIV MG ',.Project No.: Plot File: s� , 2018-42 �� gd,5heet No.: o.:V.f' M-05 Copyright • 2019, 6 Associates, Architects, P.A., All Rights Reserved 20'-0" K-1 240"x78" 01 COMFRE5502 RnoM NORTH REMC TEMPER SENS AT CEILI 42/18 THERMOSTAT WITH REMOTE TEMPERATURE SENSOR SET AT 95 DEGREES TO CONTROL EXHAUST FAN O WITH 45' DISCHARGE. VATI O N COMFRE55OR DOOM - F T R FLAN �9 io 0 N E/A 1111 ' 35 3000 v 3,_011 101-211 FJ 2 coM DOOM EAST ELEVATION T II —1 FULL RADIUS SWEEP I U I I PER COMPRESSOR MFR. INSTALLATION REQUIREMENTS I SST BIRDSCREEN m EF`t TYPICAL 42/18 E/A L------ T O36"x36" 1,250 48/48 E/A 42/16 E/A DRAWING NOTES: Ot TRANSITION AND ADAPT TO COMPRESSOR EXHAUST OPENING AS REQUIRED TO NOT BLOCK ANY PART OF THE EXHAUST DISCHARGE. MAKE CONNECTION WITH FLEXIBLE CONNECTOR. DUCT SIZED TO MFR'S INSTALLATION REQUIREMENTS TO LIMIT BACK PRESSURE. TURNS MUST BE FULL RADIUS SWEEPS VS 90' ELBOWS INTERIOR TO BUILDING. O DUCTWORK ABOVE CEILING. PENETRATE DECK AND SEAL AIR TIGHT. O3 THERMOSTAT MUST HAVE REMOTE SENSOR MOUNTED AT CEILING HEIGHT. INSTALL THERMOSTAT 60" AFF AND SET FAN TO TURN ON BETWEEN 75-95 DEGREES. O POWERED INTAKE LOUVER TO OPEN WHEN COMPRESSOR ON AND/OR ROOM EXHAUST FAN IS CALLED TO ENERGIZE. LOUVER IS SIZED WITH (2) OF THE (3) COMPRESSORS IN OPERATION WITH (2) OF THE (3) AIR DRYERS AND THE (1) ROOM VENTILATION FAN. PER THE COMPRESSOR MANUFACTURER'S INSTALLATION REQUIREMENTS. LOUVER DAMPER TO FAIL OPEN. 5 I ENGINEERED WEATHER HOOD WITH 45' DISCHARGE, DESIGNED TO WITHSTAND HURRICANE \J WINDLOADING, PROVIDE SHOP DRAWING WITH SIGNED AND SEALED STRUCTURAL CALCULATIONS BY A FLORIDA P.E., SEE SCHEDULE. T O36"x36" 1,250 COMPRESSOR DRYER 125HP 04 COMFRESSOR ROOM SECTION 11 A -All 5cale:1/4"=1'-0" Project: FROF05E D MANUFACTURING BUILDING FOR FUR5UIT POAT5 5901 ST. LUCIE P>LVD. FORT FIERCE, FLORIDA Key Plan looue5: No.: Date: Description: A. 07/12/19 1311) 5ET B. 07/15/19 PERMIT 5ET Architect DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach. FL 32960 7e1.772.794.2929 Fox.772.562.8600 www.donadlo-arch. com License No. AA0002238 Consultant: aa CAR0mRL _rl,61PIEERm FISSOCIRTES IOC. 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: COMME55O09k&jFjjJEVAT1ON FLOOR PLAN, JonNorm ® CC®4Avc� Drn: Drawing File: A5K 5AR L 13 Chd: XREF File: MG EN SF Project No.: Plot File: N ) % 20lb-42 E 1jr ti 5heet No.: o.. FC t M-06 C L 3 Copyright • 2019, Ponadio & Asw iatzs, Architects, P.A.. All Rights Reserved TRANSITION 12"0 O/A TYPICAL AHU-10 �0 20/24 S/A 3 400 0550 0 ni N 48"x48" i_2 T 3,100 o ROOF OVERHANG = IC4 I I ' ELECTRICAL SHOP 02 OAHU-1 UNIT - SECTION 50ale:1 /4"=1'-0" 14/20 S/A TRANSITION TYPICAL 14/14 S/A 550 0550 UPHOLSTERY SHOP 01 AHU-10 UNIT -SECTION Scale: 1/4"=V-0" TRANSITION TYPICAL 12/12 S/A 0550 — I 4'_0" 27'-3" 48"x48" L_p 0j 3,100 ROOF OVERHANG � � 2' 0" o iv - -- 2 ••x 1.3 4" O _ I - - L I II�illl�l li I I I� ELECTRICAL SHOP — -- 03 FARTIA BREAK ROOM T ELEVATION Project: f ROP05ED MANUFACTURING 13UILDING FOR FU125UIT DOATS 5901 5T. LUCIE P LVD. FORT F'IERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID SET e. 07/18/19 PERMIT SET Architect: - — DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fox 772.562.8600 www.donadio—arch.com Llcenee No. AA0002238 Con9ultant: Da CARotnFIL E 13 IEERVIG Rsso Il 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: 5ECTIONS AND ELEVATION5 Job North Vd Cc Jvr)e )'"� „�.'' ' `�i;,• Drn: Drawing File: - 00,111111 A5K, 5AR ' Chd: XREF File: MG OF Al F � Date ' vf10w1 - Copynght • 4019. Donadlo & Aeeociates, Architects, P.A., All Rights Ke.r M 0 N 1 m 0 N 75 00 3 I — ELECTRICAL NOTES THESE NOTES APPLY TO ENTIRE PROJECT: A. CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MORE STRINGENT. B. ENERGY CODE. LIGHT FIXTURES ARE TO COMPLY WITH THE FLORIDA ENERGY CODE. FULL COMPLIANCE WITH THE ENERGY CODE IS REQUIRED, WITH PROVISIONS FOR AUTOMATIC SHUT OFF OF LIGHTING. C. CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THWN UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. ALL POWER CONDUITS ARE TO CONTAIN A GROUND WIRE. MC CABLE IS ALLOWED WITH COPPER GROUND WIRES. 0. RACEWAYS. RIGID GALVANIZED CONDUIT AND ELECTRICAL METAL TUBING AND MC CABLE IS TO BE USED IN INTERIOR SPACES. E. HVAC. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAC EQUIPMENT IS TO BE PROTECTED WITH FUSES (DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WITH THE EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND CONDENSING UNITS ARE TO BE CONNECTED WITH CONTROL CIRCUITS. DISCONNECTS ARE TO BE LOCATED WHERE REQUIRED BY THE HVAC CONTRACTOR. UNDER NO CONDITIONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAC ELECTRICAL WORK. F. SHOP DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL FOR ALL ELECTRICAL MATERIALS. G. POWER COMPANY. THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE ELECTRICAL CONTRACTOR SHALL MEET WITH THE POWER COMPANY PRIOR TO BIDDING TO DETERMINE ALL FEATURES, FUNCTIONS AND LOCATIONS OF SERVICE. FURTHERMORE, THE ELECTRICAL CONTRACTOR IS TO MAINTAIN CONTINUOUS CONTACT WITH THE POWER COMPANY DURING THE PROJECT, AND IS TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SERVICE THOROUGHLY AND DOCUMENT THE COORDINATION. H. TELEPHONE. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO MEET WITH THE TELEPHONE COMPANY AND COORDINATE THE LOCATION OF THE SERVICE POINT ON THE PROPERTY LINE, THE INCOMING SERVICE CABLE, GROUNDING, ETC. IN ADDITION, THE ELECTRICAL CONTRACTOR IS TO INSTALL TELEPHONE CABLES (8#24 CATEGORY 6 CABLE) TO TELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. ALL CABLES ARE TO BE RADIAL —WITH INDIVIDUAL HOME RUNS TO TELEPHONE BACKBOARD OR TERMINAL DO NOT LOOP FROM OUTLET TO OUTLET. 1. DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE UNDERSTANDING OF DEMOLITION REQUIREMENTS, CEILING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY POWER REQUIREMENTS, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITION IS THIS PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. J. SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAWINGS. K. MAIN DISCONNECTS. MAIN DISCONNECTS MAY BE HEAVY DUTY FUSED SWITCHES OR CIRCUIT BREAKERS PROPERLY COORDINATED. FUSES ARE TO BE BUSMAN TYPE LPN-R, LPS-R, OR KRP-C. CIRCUIT BREAKERS ARE TO BE RATED FOR THE AIC SHORT CIRCUITS INDICATED. L. UNDERGROUND WORK. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROUTES OF ALL UNDERGROUND WORK. ROUTES SHOWN ARE APPROXIMATE POWER, TELEPHONE, CABLE COMPANIES, AND ALL OTHER UTILITY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED AROUND EXISTING UTILITIES. M. TVSS. THE POWER SERVICE IS TO BE PROTECTED FROM LIGHTNING WITH SURGE SUPPRESSORS THROUGH A 30A (2P/3P ) BREAKER (42,OODAIC). SINGLE PHASE TO BE EATON TYPE CHSPULTRA. THREE PHASE TO BE EATON CPS-100-A. N. LED LIGHT FIXTURES. LED LIGHTS ARE TO BE CAPABLE OF DIMMING 0-100 WITH DRIVERS AND DIMMERS PROVIDED BY SAME MANUFACTURER. THE CONTRACTOR IS TO INSTALL MULTIPLE CONDUCTORS REQUIRED BY DRIVERS, AND IS TO FIELD MEASURE ALL LOCATIONS AND DIMENSIONS. ALL LENSES, ADJUSTABLE MOUNTING HARDWARE, POWER SUPPLIES, METALLIC HOUSINGS TO BE INCLUDED. 0. LIGHT FIXTURE VOLTAGES. OBTAIN LIGHT FIXTURE VOLTAGES FROM CIRCUITS ON PLANS. DO NOT OBTAIN FROM MODEL NUMBERS ON LIGHT FIXTURE SCHEDULE 1 P. PARKING LOT LIGHTING. PARKING LOT LIGHTING IS TO MEET THE REQUIREMENTS OF THE ST. LUCIE COUNTY SECURITY CODE, AND AS FOLLOWS: LED SOURCES WITH MINIMUM 0.50 FOOT CANDLES. UNIFORMITY RATIO 12 fO 1, UNE (1) ROUT CANULL UN WALK PAIH. THE CONTRACTOR IS TO SUIRMII 10 THE ENGINEER A COMPUTER GENERA TED PHOTOMETRIC ANALYSIS SHOWING THE ACTUAL PARKING LOT. IN ADDITION, THE CONTRACTOR IS TO FURNISH A FLORIDA P. E. STRUCTURAL ENGINEER CERTIFICATION FOR WIND SPEED, AND INSTALLATION. THE POLE SET (BELOW GRADE) IS TO BE DETERMINED BY THE STRUCTURAL ENGINEER. THESE REQUIREMENTS APPLY EVEN IF THE CONTRACTOR FURNISHES THE EXACT MAKE AND MODEL SPECIFIED. Q. RECEPTACLE HEIGHTS. COORDINATE WITH BUILDING DEPARTMENT THE MINIMUM HEIGHT FOR RECEPTACLES. AMERICAN DISABILITY ACT REQUIRES 18" ABOVE FINISHED FLOOR. R. EQUIPMENT DISCONNECTS. DISCONNECTS SHOWN CAN BE DELETED IF DISCONNECTING MEANS BUILT IN AND PERMITTED BY THE BUILDING DEPARTMENT. S. COMPLETION REQUIREMENTS. WITHIN 30 DAYS AFTER SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR TO BUILDING OWNER WITH A SINGLE LINE DIAGRAM OF THE DISTRIBUTION SYSTEM PLUS FLOOR PLANS SHOWING LOCATIONS AND AREAS SERVED. T. OPERATING AND MAINTENANCE MANUALS. OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT SHALL BE TURNED OVER BY THE CONTRACTOR TO OWNER WITH SUBMITTAL DATA AND REQUIRED MAINTENANCE PROCEDURES. THE NAME AND ADDRESS OF A QUALIFIED SERVICE AGENCY SHALL BE PROVIDED. U. SHARED NEUTRALS. WHENEVER THE CONTRACTOR USES SHARED NEUTRALS, BREAKERS ARE TO HAVE A COMMON HANDLE (I.E. 2 POLE OR 3 POLE). V. GFCI. OUTLETS INSTALLED OUTDOORS, WITHIN 6' OF A SINK, AND OTHERWISE REQUIRED BY CODE ARE TO BE ON GFCI TYPE CIRCUIT BREAKERS. ELECTRICAL SPECIFICATIONS GENERAL PROVISIONS. PROVIDE ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND TEMPORARY POWER FACILITIES TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND SPECIFICATIONS. ALL SYSTEMS ARE TO BE COMPLETELY OPERATIONAL ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CITES, WHICHEVER IS MOST STRINGENT. OPERATING CLEARANCES. INSTALL ALL WORK NEATLY SO AS TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. JOB SITE VISIT. VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID. VERIFY ALL DIMENSIONS AND DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT THE PERFORMANCE OF THE WORK, INCLUDING THOSE NOT SHOWN ON DRAWINGS OR SPECIFICATIONS. SUBSTITUTIONS. ALL EQUIPMENT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BIDDING. TEMPORARY LIGHT AND POWER. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING ALL MATERIAL AND EQUIPMENT REQUIRED TO PROVIDE LIGHT AND POWER TO PERFORM ALL WORK OF ALL TRADES DURING CONSTRUCTION, AND UNTIL WORK IS COMPLETE. COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. MATERIAL SUBMITTALS. SUBMIT ELECTRONIC POE SHOP DRAWINGS AND EQUIPMENT DESCRIPTIONS FOR ALL ELECTRICAL WORK PRIOR TO ORDERING. ELECTRICAL MATERIALS FOUND ON THE PROJECT WHICH DO NOT HAVE THE ENGINEER'S APPROVAL MUST BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. RENOVATIONS. THIS PROJECT INVOLVES RENOVATIONS TO AN EXISTING BUILDING. THE ELECTRICAL CONTRACTOR IS TO ASSIST IN DEMOLITIONS AS REQUIRED BY THE PRIME CONTRACTOR, RELOCATE EXISTING ITEMS OF ELECTRICAL WORK, REWORK CIRCUITS AND PERFORM ALL ELECTRICAL WORK NECESSARY TO FINISH THE JOB WITH THE FINAL CONFIGURATIONS SHOWN. TRENCHING, BORING AND BACICFIWNG. EXCAVATION OR BORING, BACKFIWNG AND REPAIRING OF PAVING AND GRASSING IS TO BE IN THE BID OF THE ELECTRICAL CONTRACTOR. THE ACTUAL WORK NEED NOT BE PERFORMED BY THE ELECTRICAL TRADES. HOWEVER, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, BORING, BEWATERING, BACCFILLING, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELECTRICAL WORK. LOCATE AND PROTECT EXISTING UTILITIES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WILL ENSURE THAT NO DAMAGE OR SERVICE INTERRUPTION WILL RESULT FROM EXCAVATING OR BACKFIWNG. THE ELECTRICAL CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ANY DAMAGI TO UTILITIES OR PROPERTY. PROTECT PROPERTY FROM DAMAGE WHICH MIGHT RESULT FROM EXCAVATING, B(MRING OR BACKFILLING. PROTECT PERSONS FROM INJURY AT EXCAVATIONS BY BARRICADES WITH WARNINGS AND ILLUMINATION. IN THE EVENT, IT IS SUSPECTED THAT ACTIVE ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. AN UNDERGROUND LOCATOR SERVICE SHALL BE EMPLOYED. ELECTRICAL SPECIFICATIONS TESTS. CONDUCT OPERATING TESTS FOR APPROVAL. THE SYSTEMS SHALL BE DEMONSTRATED TO OPERATE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR AN AUTHORIZED REPRESENTATIVE. FURNISH ALL ITEMS REQUITED TO PERFORM TESTS. DIVISION OF WORK. ALL POWER WIRING IS TO BE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DISCONNECTS, STARTERS, THERMOSTATS, FIRESTATS. CONTROL TRANSFORMERS, SWITCHES, ETC. WITH THE OTHER CONTRACTORS TO MAKE CERTAIN NO ITEMS ARE LEFT OUT OF THE BIDS. THE PRIME CONTRACTOR SHALL MAKE ANY SPECIAL DECISIONS REGARDING THE DIVISION OF WORK BETWEEN CONTRACTORS. IN NO EVENT SHALL SUCH WORK REQUIRE ADDITIONAL EXPENSE TO THE OWNER. LOCATIONS. THE ENGINEER MAY MOVE ANY ELECTRICAL DEVICES BY AS MUCH AS TEN (10) FEET PRIOR TO ROUGH —IN AT NO ADDITIONAL COST. CIRCUITS. ALL OUTLETS, LIGHT FIXTURES AND OTHER ITEMS OF EQUIPMENT SHOWN ON DRAWINGS ARE TO BE CIRCUITED. BIDDING FROM A FULL SET OF DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE UNDERSTANDING OF CEILING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, FOUNDATIONS, AIR CONDITIONING DUCTWORK, SPRINKLER PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITIONS IS THIS PROJECT TO E BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. FIRE RATED SURFACES. FIRE WALL, CEILING AND FLOOR PENETRATIONS ARE TO BE MADE WITH METALLIC RACEWAYS IN A U.L APPROVED MANNER. DO NOT KNOCK HOLES INTO VOID SPACES OR OTHERWISE DEGRADE FIRE WALLS. ALL PASSAGES INTO OR THROUGH FIRE WALLS ARE TO BE PERFORMED IN A MANNER ACCEPTABLE TO THE BUILDING DEPARTMENT. (NO PENETRATIONS ARE PERMITTED THROUGH FOUR (4) HOUR WALLS.) ONE (1) HOUR FIRE WALLS ARE TO BE PENETRATED IN EACH STUD CAVITY FROM ONLY ONE PROVED MANNER. 1OWTINI l U.L. APPROVALS. ALL ELECTRICAL MATERIALS ARE TO BE APPROVED BY THE UNDERWRITER'S LABORATORIES. AREGALVCOMPATIBLE. ANIC ACTION (FORREXAMPLE.GALU INUMALVANIC ACTION (CONDUITSOARESNOT TO MAKE CONTACT NTH BARE STEELS WHICH GALVANIZED STEEL. OR BRASS. STAINLESS STEEL FITTINGS AND HARDWARE ARE REQUIRED OUTSIDE. GALVANIZED RIGID CONDUITS. RIGID STEEL CONDUIT 'GRC'AND FITTINGS ARE TO BE SCHEDULE 40 MILD STEEL PIPE, GALVANIZED. UNDERGROUND GRC CONDUITS ARE TO BE COATED WITH ASPHALT EMULSION TO RESIST CORROSION. ELECTRICAL METAL TUBING. TUBING 'EMT SHALL BE STEEL TUBING, ZINC —COATED INSIDE AND OUTSIDE. FITTINGS SHALL BE ZINC —COATED. BENDS WHICH TURN UP OUT OF CONCRETE SHALL BE TREATED WITH ASPHALT EMULSION TO RESIST CORROSION. MC CABLES. MC CABLES ARE ALLOWED IN DRY LOCATIONS, INDOORS, WHERE GALVANICALLY COMPATIBLE. FULL SIZE COPPER GROUND WIRES ARE REQUIRED. PVC CONDUITS. NON—METALLIC CONDUITS SHALL BE POLYVINYL CHLORIDE (PVC), U. L. APPROVED FOR 90C, SCHEDULE 40 RIGID, EXCEPT SERVICES TO BE SCHEDULE 80. STRAIGHT RUNS ARE TO HAVE EXPANSION COUPLINGS EVERY 40 FEET. NON—METAWC TUBING. ENT MAY NOT BE USED. RACEWAY LOCATIONS. LOCATION REQUIREMENTS SET FORTH BY THE BUILDING DEPARTMENT SHALL PREVAIL IF MORE STRINGENT. ALL CONDUITS SHALL BE GRC EXCEPT WHERE OTHERWISE SHOWN ON DRAWINGS, AND AS FOLLOWS: EMT MAY BE USED ONLY INDOORS, IN DRY LOCATIONS, OUT OF SOIL, WHERE NOT PHYSICALLY SUBJECT TO DAMAGE. FLEXIBLE CONDUIT SHALL BE USED ONLY IN SHORT LENGTHS FOR MAKING EQUIPMENT CONNECTIONS. PVC CONDUITS SHALL BE USED ONLY UNDERGROUND OR IN CONCRETE FLOORS. METALLIC RACEWAYS ARE REQUIRED IN CEILING SPACES WHICH SERVE AS RETURN AIR PLENUMS. CONDUITS SHALL NOT BE RUN ABOVE ROOFS. RACEWAY INSTALLATION. WHERE CONDUITS CROSS EXPANSION JOINTS, INSTALL OFFSET EXPANSION JOINTS OR SLIDING EXPANSION JOINTS WITH BONDING STRAPS AND CLAMPS. EXPOSED RUNS OF CONDUIT OR TUBING SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND COUNGS, WITH RIGHT ANGLE TURNS. CONDUITS IN STRUCTURAL SLABS SHALL BE PLACED BETWEEN THE UPPER AND LOWER LAYERS OF REINFORCING STEEL. CONDUIT RUNS SHALL ALWAYS BE CONCEALED EXCEPT WHERE INDICATED ON PLANS. ENT MUST ALWAYS BE CONCEALED. A PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. CONDUITS SHALL BE SUPPORTED BY APPROVED PIPE STRAPS, SECURED BY MEANS OF TOGGLE BOLTS ON METAL SURFACES, AND WOOD SCREWS ON WOOD CONSTRUCTION. THE USE OF PERFORATED STRAP OR WIRES WILL NOT BE PERMITTED. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO (2') FEET BELOW FINISHED GRADE FOR CIRCUITS RATED 600 VOLTS OR LESS. CABINETS. CABINETS FOR OUTDOOR SWITCHES, PANELBOARDS, BREAKERS, WIREWAYS, RECEPTACLES, FIRE ALARM EQUIPMENT, ETC., SHALL BE RATED WEATHERPROOF. STAINLESS STEEL IS PREFERRED. MAIN DISCONNECTS. UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL MAIN DISCONNECTS ARE TO BE HEAVY DUTY FUSED SWITCHES. GENERAL DUTY SWITCHES SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. FUSES SHALL BE REJECTION TYPE, U.L. CLASS RKi, UNLESS SHOWN OTHERWISE. SHORT CIRCUIT DESIGN. THE DESIGN CALLS FOR A NUMBER OF SPECIAL CONDITIONS IN ORDER TO HANDLE THE SHORT CIRCUITS AVAILABLE THOROUGHOUT THE ELECTRICAL SYSTEM. UNDER NO CONDITIONS MAY THE ELECTRCIAL CONTRACTOR DEVIATE FROM THE DESIGN IN TYPES OF SWITCHES, FUSES, CONDUCTORS, BREAKERS OR AIC RATINGS OF INTERRUPTING DEVICES. WIRING DEICES GENERAL WIRING DEVICES SHALL BE RATED FOR CURRENT, VOLTAGE AND PHASES AS APPLICABLE FOR THE LOADS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF A WALL, A MINIMUM SEPARATION OF TWELVE (12') INCHES SHALL BE MAINTAINED. NO THROUGH BOXES ARE PREMITTED. BOXES SHALL BE MOUNTED LEVEL AND PLUMB. SWITCHES ARE TO BE SILENT. 20A, 120V. RECEPTACLES. NEMA 5-20R RECEPTACLES SHALL BE STANDARD TYPES EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN. SPECIAL RECEPTACLES ARE TO MATCH EQUIPMENT PLUGS AS COORDINATED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PLUGS AND CORDS ON WATER HEATERS, DISHWASHERS, DISPOSALS, CLOTHES WASHERS, DRYERS, ETC., UNLESS PROVIDED BY OTHER TRADES. COORDINATE PRIOR TO BIDDING. FACE PLATES. FACE PLATES ARE REQUIRED IN INTERIOR SPACES. COLORS ARE TO BE SELECTED BY THE ARCHITECT. OUTSIDE PLATES AND COVERS SHALL BE MOUNTED PLUMB, STRAIGHT, AND FIT FLUSH WITH FINISHED SURFACES WITHOUT THE USE OF SHIMS OR MATS. PLATES SHALL NOT SUPPORT WIRING DEICES. COMMON GANGED PLATES ARE TO BE EMPLOYED WHEREVER TWO (2) OR MORE DEICES ARE SHOWN ON THE DRAWINGS IN THE SAME LOCATIONS. PANELBOARDS. PANELBOARDS SHALL BE DEAD —FRONT, CIRCUIT BREAKER TYPE. DIRECTORIES SHALL BE COMPLETE AND TYPEWRITTEN. LOADC ENTERS ARE NOT PERMITTED. MOLDED CASE CIRCUIT BREAKERS. BREAKERS SHALL BE THERMAL —MAGNETIC OPERATED, WITH SHORT CIRCUIT RATINGS IN SYMMETRICAL AMPERES EQUAL TO OR GREATER THAN THE AIC RATINGS SHOWN ON THE DRAWINGS. MOTOR PROTECTION. ALL MOTORS ON THIS PROJECT ARE TO BE FULLY PROTECTED IN ACCORDANCE WITH THE NEC. EVERY MOTOR IS TO BE PROTECTED FROM OVERCURRENTS BY THE INSTALLATION OF FUSED SWITCHES LOCATED IN SIGHT OF MOTORS. EACH AIR HANDLING UNIT IS TO BE FED WITH A FUSED SWITCH FOR THE HEATER. AND A SECOND FUSED SWITCH FOR THE MOTOR (MOTOR SWITCH MAY 13E ELIMINATED IF THE AHU IS EQUIPPED WITH INTEGRAL PROTECTION COORDINATED PRIOR TO BIDDING). IN APPLICATIONS WITH MOTORS OVER ONE (1) HORSEPOWER, AND WHERE CONTROLS OTHER THAN MANUAL 'ON' AND 'OFF- ARE REQUIRED, MAGNETIC COIL OPERATORS ARE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR PROPER VOLTAGES, ENCLOSURE TYPES AND START —STOP OR HAND —OFF —AUTO SWITCHES AS REQUIRED BY THE APPLICATION. OVERLOAD ELEMENTS ARE REQUIRED FOR EVERY LEG ABOVE GROUND. STARTERS SHALL BE ALLEN—BRADLEY OR SQUARE D. CONDUCTORS. CONDUCTORS SHALL BE RATED FOR 600 VOLTS. ALL CONDUCTORS ARE TO BE COPPER. INSULATION SHALL BE TYPE THWN, EXCEPT WHERE SHOWN OTHERWISE. EVERY RACEWAY IS TO HAVE A GROUND WIRE (EXCEPT SERVICE). ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE OUTLET NEMA 5-20R DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT WIRED "c DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER O SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG O FLOOR OUTLET W/ BRASS PLATE do CARPET RING SPST SWITCH 3-WAY SWITCH 4-WAY SWITCH SPST SWITCH W/ PILOT LIGHT DIMMER SWITCH WATTAGE AS NOTED {} / LIGHT FIXTURE (SURFACE / RECESSED) LIGHT FIXTURE WALL MOUNTED ICl/� FLUORESCENT LIGHT FIXTURE (SURFACE / RECESSED) /Q FLUORESCENT LIGHT FIXTURE (SURFACE / RECESSED) EMERG. I---H FLUORESCENT STRIP LIGHT FIXTURE EMERGENCY BATTERY PACK LIGHT FIXTURE W/ (2) 25W LTS. tot/EXIT1 1 SIGN, UNIVERSAL MOUNTING (DOUBLE / SINGLE FACE) ARROWS AS INDICATED pl 61 FUSED SWITCH,30A SWITCH, 20A FUSES.2 POLES 0 N1 MOTOR STARTER,NEMA SIZE 1 dl' SWITCH/STARTER, 30A, NEMA 1. 3 POLE PANELBOARDS, SEE SCHEDULES ❑ TC TIME CLOCK SWITCH, 4P-ASTRONOMIC W/RESERVE TELEPHONE RECEP-4x4 BOX WITH SINGLE GANG ADAPTER AND 31e EMT TO ACCESSIBLE CEILING SPACE DATA RECEP-4x4 BOX WITH SINGLE GANG ADAPTER AND aid' EMT TO ACCESSIBLE CEILING SPACE MOTOR ®® STRIP HEATER W/ INTEGRAL CONTACTOR VOLUME CONTROL +44" QUADPLEX RECEP ® CLOCK +96" SEE RISER 10 MANUAL PULL STATION ® AREA SMOKE DETECTOR 0135. HEAT DETECTOR ® SPRINKLER VALVE TAMPER SWITCH ® SPRINKLER WATER FLOW SWITCH ® FIRE DOOR MAGNETIC HOLD OPEN QF FIRE FIGHTER'S TELEPHONE OUTLET TQ SECURITY GUARD WATCH TOUR STATION 0 FIRE STROBE LIGHT WALL MOUNTED AT 80" A.F.F. Em FIRE ALARM SPEAKER/STROBE ®FA VOICE EVACTUATION SYSTEM SPEAKER 0 JUNCTION BOX �'1 E FIRE ALARM DEVICE ADDRESS TAG — DUCT MOUNTED SMOKE DETECTOR REMOTE STATUS INDICATOR FIRE ALARM SYSTEM CONTROL RELAY BEAM TYPE SMOKE DETECTOR APPLICABLE BUILDING C(_)DES FLORIDA BUILDING CODE, 6TH EDITION (2017) NFPA 33, STANDARD FOR SPRAY APPLICATION (2016) NFPA 70. NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE. 6TH EDITION (2017) FLORIDA ENERGY CONSERVATION CODE, 6TH EDITION (2017) MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN THEIR LATEST REVISIONS. CONTRACTOR TO COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURERS' SHOP DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. CONDUCTOR SIZES SHOWN ON RISER DIAGRAM AND PANELBOARD SCHEDULES ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM VOLTAGE DROP CALCULATIONS FOR ALL CONDUCTOR RUNS AND SIZE CONDUCTORS FOR A MAXIMUM 2% VOLTAGE DROP MINIMUM CONDUCTOR SIZING FOR 48OV/30 BRANCH CIRCUITS MINIMUM CONDUCTOR SIZING FOR 277V 10 BRANCH CIRCUITS (FOR FBC 13-413.BC.1.2 OOMPUMCE) (FOR FM 13-4MBIG1.2 COWUANCE) DESIGN LOAD ON CIRCUIT IN VA DESIGN LOAD ON CIRCUIT IN VA (FROM PANFIBOARD SCHEDULE UP TO. (FROM PANELBOARD SCHEDULE) UP TO: 10,000 15,000 20,000 25,000 30,000 t 2000 3000 4000 5000 = 50' 12 12 12 10 100' 12 10 8 8 8 a 100' 12 12 12 10 200' 12 10 8 8 8 150' 12 12 10 10 200' 12 10 10 8 = J 300' 12 10 8 8 6 250' 12 10 8 8 300, 10 8 8 8 MINIMUM FOR 120V CONDUCTOR SIZING 10 BRANCH CIRCUITS MINIMUM CONDUCTOR SIZING FOR 208V/30 BRANCH CIRCUITS MINIMUM CONDUCTOR SIZING FOR 208V/10 BRANCH CIRCUITS (FOR FBC 13-413.BC.1.2 CW,PUMCE) (FOR FBC 13-413.BC.1.2 COMPLIANCE) (FOR FBC 13-413.BC.1.2 COMPUMCE) DESIGN LOAD ON CIRCUIT IN VA DESIGN LOAD ON CIRCUIT IN VA DESIGN LOAD ON CIRCUIT IN VA (FROM PANELBOARD SOEWLE) UP TO (FROM PANEIBOARD SCHEDULE) UP TO: (FROM PMRBOARD SCHEDULE) UP 10 500 1000 1500 2000 2500 3000 1500 2000 2500 3000 3500 4000 4500 5600 1000 1500 2000 2500 3000 3500 4000 4500 5000 F'i 50' 12 12 12 10 10 10 '50' 12 12 12 12 12 12 12 12 50' 12 12 12 12 12 10 10 10 8 100' 12 12 10 8 8 6 a 100' 12 12 12 12 12 12 12 12 100' 12 12 12 12 10 10 10 10 8 ` ' b 150, 12 10 8 6 6 4 0 '!-)a. 12 12 12 12 12 10 10 10 � $ 150' 12 12 12 10 10 8 8 8 8 01 200' 10 8 6 4 4 4 •00' 12 12 12 10 10 10 10 8 = 200' 12 12 10 10 8 8 8 6 6 250' 10 6 6 4 4 3 250, 12 12 10 10 10 8 8 8 1 250' 12 10 10 8 8 6 6 6 6 300' 8 6 44 3 2 12 10 10 10 8 8 8 8 300l 12 10 8 8 6 8 __ 6 4 4 ELECTRICAL ABBREVIATIONS A OR AMP - AMPERE LP - LIGHTING PANEL AC - ALTERNATING CURRENT LSC - LOCAL CONTROL STATION AF - AMP FRAME LTG - LIGHTING AFF - ABOVE nMSHED FLOOR M - METER AHJ - AUTHORITY HAWING MC - MOTOR CONTRA JURISDICTION MCA - MINIMUM CIRCUIT AMPACITY AHU - AR HANDLING UNIT MCB - MAN CIRCUIT BRE&KER AT - AMP TRIP MCC - MOTOR CONTROL CENTER ATGBMS,FAICS - HVAC CONTROLS MCP - MOTOR CIRCUIT PROTECTION ATS - AUTOMATIC TRANSFER SNATCH MDS - MAN DISTRIBUTION SWITCHBOARD AIC -MPS INTERRUPTING CAPACITY MFR - MANUFACTURER BR(R - BED +, MH - MOUNTING HEIGHT C or COND - CONDUIT MI - MINERAL INSULATED (B - GROUT BEAKER MLO - MAN LUGS ONLY CO - CIRCUIT NOEL MOM - MOMENT CMOT - CIRCUIT MOP - MAXI,RIM OVERCURRENT PROTECTION MS - MOTOR STARTER CP - CONTROL PANEL NSB - MAIN SWITCHBOARD CPT - CONTROL PONDER TRANSFORMER N -NEW CT - CURRENT TRANSFORMER NA - NOT APPLICABLE CB - COPPER NC - NORMALLY CLOSED C.U. - CONDENSING UNIT NEC - NATIONAL ELECTRICAL CODE DC - DIRECT CURRENT NEMA - NATIONAL ELECTRICAL DISC OR DS - DISCONNECT MANUFACTURERS ASSOCIATION DIV - DIVISION NF - NON -FUSED ON - DOWN NFPA - NATIONAL FIRE PROTECTION DPV - DRY PIPE VALVE CABINET ASSOCIATION DWG - DRAWING NFSS - NON -FUSED SAFETY SNATCH (E) or FOIST - EXISTING NIC - NOT IN CONTRACT EC - ELECTRICAL CONTRACTOR NO - NORMALLY OPEN ELEV - ELEVATOR OCPD - OVERCURRENT PROTECTION DEVICE ELEC - ELECTRICAL P - POLE EMER - EMERGENCY PH OR 0 - PHASE EMR - ELEVATOR MACHNE ROOM pp - POWER POLE EMT - ELECTRIC METALLIC TUBING NEMA - NATIONAL ELECTRIC MANUFACTURERS EP - EXPLOSION PROOF ASSOCIATION EPO - EMERGENCY POWER OFF PB - WILL LOX EUH - ELECTRIC UNITHEATERPC - PHOTOCELL EWC - ELECIRIC WATER COOLER PNT - PAD MOUNTED TRANSFORMER P - PANELBOARD EWH - ELECTRICAL WATER HEATER L PLCC - PROGRAMMABLE LOGIC CONTROLLER F -FUSE PT - POTENTIAL TRANSFORMER FA - FINE ALARM RCPT OR REO PT - RECEPTACLE FCA - FAULT CURRENT AVAILABLE RM - ROOM FCR - FAULT CURRENT RATING RVSS - REDUCED VOLTAGE SOLID STATE FOR - FEEDER (MOTOR STARTER) FLA - FULL LOADS AMPS SCD - FSS - FUSED SAFETY SWITCH SPD - SURGE PROTECTIVE DEVICES FT - FEET SWBO - SWITCHBOARD FTL - FEED THEN! WGS IDU - TO BE DETERMINED FU - FUSE THO - TOTAL HARMONIC DISTORTION FM - FULL VOLTAGE NON REVERSING TVSS - TRANSIENT VOLTAGE SURGE FIR - FUN_ VOLTAGE REVERSING SUPPRESSION G , GND - GROUND TYP - TYPICAL GFl - GROUND FAULT INTERRUPT UL - UNDERWRITERS LABORATORIES GFP - GROUND FAULT PROTECTION UNO - UNLESS NOTED OTHERWISE HZ - HERTZ UPS - UNNTERRUPUB.E POWER SUPPLY HP - HOIWOWER V - VOLT IBC - INTERNATIONAL BULDING CODE VFD - VARIABLE FREOU94CY DRIVE IG - ISOLATED GROUND W - IW E J OR JB - JUNCTION BOX W/ - WITH KV - 19LOVMT WP - IEATHERPROOF/WATERF'ROOF KVA - KILOVOLT -AMPERE XFMR - TRANSFORMER KW - KILOWATT 1-PH - SINGLE PHASE LCP - LOCAL CONTROL PANEL 3-PH - THREE PHASE ELECTRICAL SIIEET INDEX SHT NO. DESCRIPTION DATE REV NO. E-OA GENERAL NOTES, SPECIFICATIONS, LEGENDS, INDEX 07/18/19 1 E-08 SPECIFICATIONS & DETAILS 07/18/19 1 E-01 SITE PLAN -ALL PHASES 07/12/19 E-02 ELECTRICAL SITE PLAN 07/12/19 E-03 ELECTRICAL KEY PLAN 07/12/19 E-04 PARTIAL ELECTRICAL PLAN - SOUTH 07/18/19 1 E-05 ELECTRICAL ROOM PLAN - SOUTH 07/18/19 1 E-06 PARTIAL ELECTRICAL PLAN - SOUTH 07/18/19 1 E-07 ELECTRICAL ROOM PLAN - NORTH 07/18/19 1 E-08 PARTIAL ELECTRICAL PLAN - SOUTH 07/18/19 1 E-09 ROOF PLAN - SOUTH 07/1:/1: 1 E-10 PARTIAL ELECTRICAL PLAN - NORTH 07/18/19 1 E-11 ROOF PLAN - NORTH 07/18/19 1 E-12 PARTIAL ELECTRICAL PLAN - NORTH 07/18/19 1 E-13 PARTIAL ELECTRICAL PLAN - NORTH 07/18/19 1 E-14 PARTIAL LOW VOLTAGE PLAN - SOUTH 07/18/19 1 E-15 PARTIAL LOW VOLTAGE PLAN - NORTH 07/12/19 E-16 PARTIAL LIGHTING PLAN - SOUTH 07/18/19 1 E-17 PARTIAL LIGHTING PLAN - SOUTH 07/18/19 1 E-18 PARTIAL LIGHTING PLAN - SOUTH 07/18/19 1 E-19 PARTIAL LIGHTING PLAN - NORTH 07/18/19 1 E-20 LIGHTING CONTROLS, SCHEDULES & MOUNTING DETAILS 07/18/19 1 E-21 LIGHTING CONTROLS & SCHEDULES 07/18/19 1 E-22 PANELBOARD SCHEDULES 07/18/19 1 E-23 PANEl90ARD SCHEDULES 07/18/19 1 E-24 PANELBOARDS, DETAILS & RISER DIAGRAM 07/18/19 1 • ALL CONTROL WIRING FOR VENTILATION SOLUTIONS (VS) EQUIPMENT IS TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. REFER TO VS DRAWINGS FOR CONTROL DEVICE LOCATIONS AND WIRING SPECIFICATIONS. FINAL CONNECTIONS AND PROGRAMMING IS BY VS. • ALL VFD's ARE PROVIDED BY VS. AND INSTALLED BY ELECTRICAL CONTRACTOR (NOTE: RAU VFD's ARE UNIT MOUNTED, ALL OTHERS ARE IN THE ELECTRICAL ROOMS.) • ALL DISCONNECT SWITCHES FOR VS EQUIPMENT ARE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. A Project: FKOF05ED MANUFACTURING DUILPING FOR FUR5UIT DOAT5 3901 5T. LUCIE 6LVD. FORT PIERCE, FLORIDA Key Plan 155Ueo.. No.: Date: 069CHpGion: A. 7/12119 BID 5ET 5. 7/18119 PEFMIT 5ET 1 Architect: & Associates, Architects P.A. N9 Ah Swx We ' Bcw:h, IM2w) 101.772.7e4,2M r�"x.��zsnz.enw Li,unea No. AAIMXI7l1i Comwitarrt: aa CARDmRL Ef1Glf€; sscx:NITES I 675 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.aom CA LIC. 31555 Drawing Trtle. GENERAL NQ�EA%JGIFICATIONS, LEGEND & N{{®p „ e •c Cp ,IV ocC ONTY Orin: Drawly File: �X I _ Cho: XF F File: 0. 9 , * = Project No: Plot File: ID STATE OF 2015.4.2 Vz %O��`'`CG ORIO?:•'�2'��� 5hee; Ko.: Ler�4R7!s70uwr t:�G��� FFFIIIIIIIWW E-OA late 5lgned: r:-piry-6 6J•' %L1R, ic�M'^', A.i=zlstttS A•c, 6ocrk F.A., All"Q'4- C:vt^ro? 1'rojecV. INVERTER #1 120V/208V, 8,000VA. ISOLITE#E3MAC-8000-3P-IF/OF-C(g)-FS-EB-EW INVERTER #2 277/48OV, 18,000VA. ISOLITE#E3MAC-18000-3P-IG/OG-C(6)-FS-EB-EW NOTE: SIX 2-POLE (48OV) 20A OUTPUT BREAKERS) 411111111111, 0isolite 3000-18,000 VA Three Phase E3MAC Modular ACInverter Features V.4'ebsiTc- monitoring - easlly view, inTeria, and download records as needed on any PC or mobile device, Programmable and password protected user interface, 98% efficient for minimal BTU losses, PWM Inverter provides pure sine wave OUTPUT with less than 3%THD. Crest factor >4 overload protection for demanding high In -rush loads, Rr WII • Programmable transfer Tittle- select between Standard and fast transfe(Times for load - and she compatibility, UL listed 40 minute run -Time, Compatible with all lighting bads, including HID. ram Variable time delay, • Battery recharges In less Than 24 hours, 'llRtitlaaLiRtdI�IHIITpBMYBI + Two Pllaso output. STart Up Diagnostics checks for proper installation, 6ial llp!tggpBt6 6�� u1aaT Seismic Certified Optional Zone 4 Seismic ResTMIMTS are shaker table tested and seismic certified To The Iar RI IaTe5T California Building Code (CBC) 2016, E611ag1 661a1IgT; The shake table Testlhg was performed in accordance with International Code Council• FValuaTion Service Acceptance Criteria 156 (ICC-ES AC156). OSHPD (California Office of Statewide Health Planning and Development) Optional Features • Maintenance bypass switch, • Circuit breakers - supervised or unsupervised. • Maintenance coiittawplan, • Remote Annunciator • Factory startup - Increases eleCU'OnICS Wanahty TO as years, • Seismic Zone 4- OSHPD approved • Circuit breaker protected loads (Switched, Normally On, and Normally Off). • Fault summary alarm and 2 programmable alarms - Form C dry contacts, • Keyed lockable enclosure, Front Panel • Modern 4x20 LCD character display with white LED back -light. • Heads -up diagnostic LEDs include 5 status (AC present, battery charging, inverter power, system toady, switched load ehergI70d), fault summary LED, and 5 spedfic faults (unit in bypass, circuit breaker trip, startup fault, Charger fault, Inverter fault), • Dedicated SysTom Tesr buTeon - thiftTes 30-Wtond Test with UL compliant diagnosTits. • 5-buTTdn keypad for menu navigation, • Sonic alarm with dedicated enable/disable pushbutton With heads -up LED. Alarm silence has 24-hour ring-backfor alarm reminder, • SD memory card - download and store all events, tests, and alarm logs (password protected). • USB tOnneCTOt - access to all event, tests, and alarm logs (password protected), • ETherneT-10 BA5E•T,TCP/IP web serving. Notes Due to power factor calculations, we recommend only loading the ESMAC fivenor to 00% of load wattage. S Phase = 4 Wife plus Ground. Max power for any phase (L-N, L-L) is 1/3 of total power capacity, For Single Phme,T,vo Phase, or Split Phase, see E3MAC•IP, E3MAC-2P or E3MAC-SP, Y� D-7.2.3.0-219, REV-12, 20190309 E 0 to 04 tG O N 7 00 r Fri I - a O m 5 In X n a 0 0 s 00 O I U Z In a U Cn In a z Z F w W Z 0 Z w J Q Z tr a a• aisolite 3000-18,000 VA Three phase E;3MAC Modular AC Inverter Battery • Front aCCeSS ALA batteries with ifJ-Yi^8r pro-rSC@tl w8rl2nty. Temperature dieting • ROM 68°F to 86°F Approvals UL924 CISHPD Seismic Certified (with Z4 option) New York City approved, Calendar Number 51575 • MPPA101 Life5AfdtyC6de • NFPA70•NLC • OSHA NEMAType I eridosurd Warranty • Isolite warrants the E3MAC series electronics assembly against defects in materiel and workmanship for a period of 2 years, or 3 years with factory startup option. Extended warranty options available. • Isolite warrants the E3MAC series lead calcium batteries for a 1 -year full and 9-year pro -rated limited warranty. • For further details, refer to General Warranty and Obligations in the Isolite manual or on our website. Ordering information Series/VA Rating E3MAC-3000 E3MAC-4000 E3MAC-5000 E3MAC-8000 E3MAC-10,000 E3MAC-12,500 E3MAC-15,000 E3MAC-18,000 Phase 3P = Input/Output Voltage IF/OF= IG/OG = 277VI480V Output Breaker Normally -On C(n) = Normally On (n) - Quantirc Output Breaker Normally -OH O(n)=Normallp On (n) Quantity Output Breaker Switched S(n) = Switchec (n) = Quantity Options TA = Trip Alarm (1 /breaker) KE = Keyed Enclosure LD = Long. Delayed Transfer (specify length in � onds) TB = Programmable Terminal Block Z4 = Seismic Zone 4 (includes KE) MB = Maintenance Bypass Switch RA = Remote Annunciator FS = Factory Start -Up EB = Extended Battery warranty (r 9 year pro -raw) DT= Delayed Transfer M(N) = Maintenance Plan (n) =Years (5 max) EW =Extended Electronics Warranty to 5 yearn Note 1 =Only when purchased with Factory Start -Up www.lsolite,com Neadquarttrsi 11 Waterloo AVehWe • Bdrwyn, PA 10312. $00-888-5483.610-647.8200 western tNKcdi 1561 Sueldo, Suite M • San Luis Obispo, CA 03401 •800.700.5141.805.546.0669 D-7.2.3.0.219, REV-12, 20190308 I LLYLL IRRIGATION SYSTEM ELECTRICAL VALVE • ALL VALVE BOXES SHALL BE MARKED IN61DE UTW THE ZONE NJIMR ON PLASTIC C 4MISTY TAGS OR AS PER THE WRITTEN SPECIFICATIONS. • DO NOT MANFOLD THE VALVES, EACH VALVE SHALL BE ON A SEPARATE TEE ON THE MAN. ALL VALVE$ SHALL ISE A MWI ll" OF 6' APART AND INSTALLED IN THE SOD AREA. LAPEL LID (IRRIGATION) �'ORXIVAIsm ALWNK M lit 73 4N Oilaf CommAVISM L. u�ti tMAN IRRIGATION SYSTEM CONTROLLER DETAIL ,�t.,Y r�Iere FvC C 11=7 TO 748 WAW OR M t9.:E1LRJkr. FLALE riles Id®ER Ft4�tl-ROE Illim I°C+ EII.E GIlOFMJ 111111.1 DIV X V GCS! GOA= fdJDe TO W 01ITS OR LEW M4I40 CONNOCTICK 111114 CADI4J°G ONE BNOT. YALVe 60NKU6iA' O 1111006. INSTALL A MR OF a' PPUM CONIMLLee AND * APARt. A I • WIRE A3 PER LOCAL CODE PLACgE THERAINSENSOR TO RECEIVE RAIN • DO NOTL(ONNEGT TO TI-{E SUILDINCs GROUND. TIIREE PIIASE DUPLEX GRINDER SYSTEM WET WELL & VALVE BOX PLAN VIEW Ullik':2ti YAI.YIc WITI 111111`731t117 PJN6 a LEVER rr_fo 1',ai WLLL ,B:)VJ UP,/ HUE:k r'0NNFM—')N -' a $HFPL BE 1 1 0 ¢ LUG VALVE AIF112':X1=1<A-1"f:;hI..' I f PRES c L RE CALIM O"PSO Wil DI'%'HP4+M AND 4 31CDALL '1At',;t- @ V7 AMM C% a 1 FI nn? rRAkt FLAN VIEW 0 UF47TLRER-•_ FLY' 4`NmOdELLrl" qI" e '.ELNU IBEi" ,[_ IMPELLER NL11BER-2r'-& t-P-�- ISM•` IL' ^ 400 :i r'HASL BB HE- ITZ -` a e' L'"'A. fu)" E R.COYf (TYrl� 54 G0ht AT••'_J5__ -DH - N A `.4 EF-ICIEr1CY :1 FLU FOR NW41LIIJM I'UMI' CYi JE TIW- OF 12 NNU 1ES 0%NJ T VAXIMUTA Of b P0.111 SlAia b 'LL: HIJUri.. 1.34 125.07 'c:eRK!hl�y OE'F�1 " rT S;'ORK KG'ICLUIvE GALS. FROF05ED MANUFACTURING DUILDING FOK PURSUIT POATS 5901 5T. LUCIE 5LVD. FORT FIERCE, FLORIDA Key Plari Issues: No.: Date: Description: A. 7/12119 1511) SET B. 7/18/19 PERMIT 5ET 1 Archcect: DONADIO & Associates, Architects P.A. NN 171h Jmxa Vero 1 .., , M 329W 'I' 1772.791.2929 F+nx.772.%2BNN1 v v dtmwMr•n Lwiccnec So-.4ARRIA01111719H con�ultattG: aa cAR®inAL 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 iriFo@CEAengineers.com CA LIC. 31565 Drawing Title: 5f ECIFICATION5 & DETAILS RFV Job No:^tn sr �Uc %OCe p qN eg 80^. VNrlr Drn: Drawing File: N Cho: xx:r- ru=: r`r N0.7804 •(* D_ _ Z_ •p ; + Project No.: Plot File. "x STATE OF �a� 2018-42 106% c�aRIDP.'tt► � Bhee;No.: Gert.'�?rp�116�yO\ E `05 late Signed: r,..,ydp''t L_ 1 .,'v, _ t ^s. J t I t• t F 1.. - i" 1 .;•.I ro 0 y ro H x m t� n 0 z 0 I \ \ \ \ \ \ • \ \ \ \ \ \ \ \ \ \ VACANT VACANT FLORIDA COCA -COLA BOTTLING CO zOMW- it zOMNU n LAND Utz. rN0 tkv OY� IW rm r LAND u5E- COV me •- --- ----------- --- - L._._...-------------------- ----- -� .. ---..... ......... y..... .... .....1 rl 'n I ' d : LfFE -T1b67 { I .......... > i 1. bow- ----- o�\ .- 1; Z-0 " waJ'_':tnJwe tvs,a nmll I a 1 I 1 fKrM al,seR I 9W4 JWj,R'MJ !"•,•,••y"„ q 1 \\ I (7 i-IOI aR m� ` EXISTING........j d ti I AZ IT ROOM I I �,.. m p1 t ;. 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"• ` c R Ll.j;i SEE E—OA NOTE G l I� Ltv SEE E—OA NOTE G I I.LI 1.1 L1J l l l l l 11 Ll 1 l l l 1` 11. 111 l 1 rn .. T c z .O 'grj.l^i[? Z O m3► Oo ( / N ii�wuiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil I n�y� tillkiiiiiiiiuiiiiiuiiiiiiiiiiuiiiiiii 1 1 ryqt�} g j�jr a 1111117 11L111I1111111111111111111111111111111111 yT��11 1111111..................11111111111111111 II Illllllllllll......1111.... .111111Illllllill �nll ] 111111111111111111111111111111111111111 II`. -- ---- �o I �: . i r SOu6 s J, „�: PUA PAD MOUNT FOR �, LOOP TYPE :•;•;•;•; FUTURE I = TRANSFORMERS PHASES ; _ ; ; c _ rol I PRIMARY SERVICE — ':•:•.': "' S EE�OAS. NOTE G �. Imo-• D LT i I: 4-6 PVC 285' - ` SCH 80 -- m D 1isK. _ mT X C 'U n+ S Z PHASE 30 m D00 :'£:':':':':'L ___- C rn / / THIS PROJECT m i re. C O� W p mCr m7� :� C5 m 4-6"PVC < T ray z sCH 80 .. . .I'' D d — 5 b --- I a , FUTURE FPUA C PAD MOUNT , -n TRANSFORMER ; L z5z T _ SbT m •'' •.: G' tl :IIIIII �18,ti IIIXIINIt6 ICIIIIX6� C161�IY flL181C III 0 60PVC ==_ FUTURE FPUA FUTURE- " TI PAD MOUNT - -_-_ �J FPUA ---- I;L, TRANSFORMER PRIMARY — SERVICE " - CONDUIT - .� -- T ri V I — �n J r F> 1� rn 1 o ` �- J N N 3 { 5 N N N I-` I-` H �, H H F-' F-, l0 00 'l m Lrl IA W N PO .1A W m J LS Cn N I-` r• d t, O O y a W N Lill " ,� -> LLn 10 H91DCAP SPATES PI H W u yn CAYUGA AV-AUT. O O I:) o D SITE PLAN SCALE : 1" = 130'-0" N _W ilq._�"o. 2140.-2' HIM � 4 1 ' it 11 • 4 I 4 i IC9 ' � II �Il�iiIl� � n II a 11 i7 r _ it H L� O C C L� Project: FKOF05ED MANUFACTURING DUILDING FOR f UK5UIT 50AT5 5901 5T. LUCIE PLVD. FORT FIERCE, FLORIDA Key Plan looues: No.: Date: Description: A. 7/12/19 BID 5ET B, 7/18/19 PERMIT 5ET Archcect: fl DONADIO Z D & Associates, Architects P.A. C fIW 1701 Slrst Vcnr 13 c:w'h, Id.:.2W11 m = '10772.794.2924 a V..1772.562MRX1 . O Lxcns,; Su..4A1XXV214 Cormitaltt: n t FS113g1EERinG RSSOCIP.TES inn. „y 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCI E FL 34986 a T.561346.6343 F.561.746.3602 INDUSTRIAL 33RD Iinfo@CEAengineers.com CA LIC. 31555 �I I II III III!I�' CAY1ICA AV�1\U Drawieg Title: 51TE FLAN i, Job Nort �® 001 C L /, Drn: Drawilo File: Cho: XREF He: * No. e7 *I_ DL * Project No.: P.ot Fire: k- �o, STATE of l2015-42 Know what's below. L Sher, No.: Call before u dig. Ye 9?Q[0ant "�1"� Date %gneo: E-01 O X0 N t0 I m N 7 00 I _ _ I 'Ex! r WY'I _r SI-R I tl _ Z lv�> --fil c ` NOTE: EXTEND 3-2" CONDUITS FROM EDGE OF BUILDING UP OVER EXISTING y Al' \ / CEILING AND INTO IT ROOM FOR USE BY OWNER'S IT DEPARTMENT. PROVIDE TING FPUA PAIDp'f ��_ N PULL WIRES IN ALL CONDUIT. EX15E T TRANSFORMER r151 / ONN �( ioI d f / r.. T d , - - I Al F \s FPUA PRIMARY SPAICF- E)'i Ir x G DIRECTIONAL BORE 4 S.�ECt ,wc c f� 3-2" COMMUNICATION ;pAS., ; ,- 6 TO EXISTING IT ROOM ._ 1 ,. _ / it I I — I I INk`':n- \,I 55I1a Z':, r. _ ���� �_.— .F2�vICL tiLY r�Rh4; fiL•) .1b,- _ , ON '.rr CN4(hL"° ICI ._-_._L._ �__JL __I___._ -fe .rd"—__ .. �. -_•_-. -?.k-_ 1h I --.. T IT \ - I .1ST�VC, J � � � Ilijl � ; � � - � I I � � I I i ��• � I I 1 I �_ I I \A ,, AiA 72 S� P._..f r� EXIST'IJv 7J P/I III�'V`�\ti V �V' �'VV�Aw'�� �w t:; o I `>lt Cl• it . - Dr'. fi.� ��' ��\v AQA vVAVA\ ♦ r,t_ il! -OJ'3 F;UC I)UN N inN17Al ��V\ a,!.- . \ A - �'PL4h.)ilPi�)I tV�; /!i 5:=-3 1AA. �V`\VAS AAA\ VAS. ,, f 3rTE3."•.CK' =� `.�{\ �.:a.A-�;�\\. �. A,� i0� I f (I (� E II•I ��I 117. •�,—.�I� I 1 c� / 4 v, I I r'-'� I L ri L" � 1 -- I --I--] -� �-��I � � � J_ � I I � I �+l_ _. FPUA PRIMARY I SERVICE CONDUCTORS. -- - -- .:== :- - _ --- - `-- ----' - - --- -- - - E-OA NOTE G - - .1 .. - .. FPUA PRIMARY \ , — SEE �. — o "4: '? r;,.J r °' f1: r SERVICE CONDUCTORS. t r 1"L p;e n�C _ d h_ .. �,�,.. SEE E-OA NOTE G - '. I FUTURE + vN X^ a�KiN tr A T �, I n� SF) I - �\ PAD MOUNT _: � � �, t�;- --- ---- _ _ 1 I r TRANSFORMER \ r---- — — — — — — — — — — — — — — — — — — — — — — — — _ I / I 13 D - -- r t t t T FT l F �rT-ri `-T-rTrT�'[l.T�' 1 T� 1 f-I. l t. +�\ I ��;II'Llil�lillllllllllfl!'>1'llli;illlll.l111 �.11�lllllli,i'l�� I il��.Ill�iil1.11j,11.l,ill -I, ],11111f?Illl'l](ii,1?' llll�ll'�II 1 t1.1,!.''. l'i1 t,I 1.1-1111lll i l� I Ir 3 4-6"PVC IL!LI,I'.Ii LI I LILIt11,IL11 I �. ItI I If,.11 llli.illl�. ii -I SCH 80 FUTURE FPUA PRIMARY SERVICE CONDUIT 4-6"PVC SCH 80 , H8-35'i ly d r r H8-37 I— ill fa% fI l_ .ay fl _j — r FUTURE STUB OUT CAP I FPUA PRIMARY NORTH FPUA ��;i1 H8-39I FPUA do MARK FOR SOUTH FPUA I SERVICE CONDUCTORS. PAD MOUNT R PAD MOUNT SEE E-OA NOTE G MAN FUTURE PHASES I 4-6" PVC TRANS ORMER HOLE TYPE LOOP TYPE O SCH 80 H8-33 4I if TRANSFORMER -------- ------ _- __ -- - - - 03 4-6"PVC - I . SCH 80 r II✓i� _ 1 ` I �`� � � i :sa 1. � %- _•,.� I°i �'�_= tJl--'' /,��/,� f J,J — Ili---_' f_; ! P ✓%%' V :`- - rr r Ll .. -'^•y --___ •�'� _ly. ... _.,,,,� art ..e� :5 — 1. 4-6 PVC SCH 8 T 7 / 1 ' , I 1 I i ' S � H6-14,16,18 � .�- f C' ^ I Gi ; ' H6-20,22,24 t. ELECTRICAL SITE PLAN SCALE : 1" = 50'-O" N m, O3 2-6"PVC SCH 80 m NOTES THIS DRAWING O HUNTER ICV ELECTRIC VALVE S11 COORDINATE WITH IRRIGATION CONTRACTOR. SEE DETAIL E-aB O2 CONTROLLER -HUNTER ICC2. COORDINATE WITH IRRIGATION CONTRACTOR. O3 ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL 6" SCH 80 PVC AS SHOWN AND IN ACCORDANCE WITH FPUA UNDERGROUND UTILITY INSTALLATION GUIDELINES. O COORDINATE LOCATION OF DOUBLE DETECTOR CHECK VALVE AND FLOW AND TAMPER SWITCHES FOR FIRE WATER SERVICE. O5 CONNECT SANITARY LIFT STATION SEE DETAILS ON CIVIL DRAWINGS.CONNECT IN ACCORDANCE WITH APPROVED SHOP DRAWINGS INCLUDING LEVEL INDICATORS AND CONTROL WIRING, 48OV, 4. 204HP REFER TO E-20 FOR LIGHT FIXTURE SCHEDULE AND LIGHT POLE DETAIL Know what's below. Call before you dig. Project: FROF05ED MANUFACTURING P UILDING FOR FUR5UIT BOATS 5901 5T. LUCIE PLVD. FORT FIERCE, FLORIDA Key Plan i55Ue5: No.: Date: Description: A. 7/12/19 BID 5ET B. 7/15119 PERMIT 5ET Axchrect: D ONAD I O & Associates, Architects P.A. fANl 170 Srw ,' nr Bi .u.l III. �2RA1 1`1.772 7412429 I un.772 %2 NMXI wmw da,uJiu-urt9mni Conbultant cARDinAL 575 NW MERCANTILE PLACE SUITE 206 PORT ST. LUCI E FL 34986 7.561.746.6343 F.561.746.3602 irifo@CEAengineers.com CA LIC.31555 Drawi-ij Title: 51TE PLAN e00 cOU 0 A qrn: grawmg File: Cho: XREF FII,: Project No.: P.ot Fire: STATE OF ; 4U :; O . \ 2018 4'2 i�iT�s ��OR10P•'G��\�� SheezNo.: Genf/ /OyL E!1 \\\ rrlulll�'— E-02 Date 6l1nea: