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HomeMy WebLinkAboutHVAC CONVERSION PLAN PAGE 1-158'-0" TAIL AND GA P RI VAC` REFER SPECIFI PIPE SU /j1 3D - CENTRAL ENERGY PLANT M211 EXISTING STORM OF CENTRAL ENERGY PLANT SITE PLAN 1 11 = 50'-0" 6" DIA LUGGED BUTTERFLY VALVE WITH BLIND FLANGE FUTURE CH 0 38'- 0" FUTURE CONCRETE CHILLER I ENLARGED CHILLER -ICE PLANT - MECHANICAL (Mn211114" = 1'-0" a 60'-011 GENERALNOTES 1. COORDINATE WITH LOCAL UTILITIES BEFORE ANY EXCAVATION. ALL EXCAVATION SHALL BE DONE BY HAND. 2.THE NEW CHILLER\ICE PLANT WILL BE INSTALLED IN AN EXISTING ASPHALT PARKING LOT. THE EXISTING ASPHALT WILL BE BROKEN OUT AND REMOVED FOR THE INSTALLATION OF THE NEW EQUIPMENT PADS AND BURIED PIPES AND CONDUITS. THE ASPHALT SHALL BE PATCHED AFTER THE BURIED UTILITIES ARE INSTALLED. REFER TO SPECIFICATIONS FOR "MECHANICAL TRENCHING, BACKFILLING, AND EXCAVATION" AND "CAST -IN -PLACE CONCRETE" 3. PATCH EXISTING DAMAGED OR MISSING SECTIONS OF ASPHALT LOCATED WITHIN THE FOOTPRINT OF THE FENCED AREA WITH CONCRETE 4'-0" 15'-6" Im 0 CONCRETE PAD FOR CHILLER/ICE PLANT ELECTRICAL GEAR JGGED BUTTERFLY VITH BLIND FLANGE S (TYP) FUTUREICE STORAGETANK 1 FUTURE CONCRETE ICE STORAGE TANK ■ Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue- Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AU H. NO, 6106 O GA2Y A. WIt MRSON, PR 43167 oR' F1, CART kP.&53269 o ADAT1 s.[RKNJA Phsolo • S k\ A. AIRICAlAF, CE.65, P1 O 9AA9[IF,.L R AL'LGAADRR RF_ 15133 14001 J Q U_ Z Q U W v ICU O U) O N Z J C o Q . o Q— Z O > O 0 U o U U 111 Q J J Q J Z � tea. {.� W ^^ VJ = VJ O_LO U. O N �G p Uj r R r U) - N 4.4 5 5.1 5.2 6 2 AHU-3,4,5 AND 8 SECTION - M22o 1/4" = 1'-0" 4 4.2 4.4 1 AHU-11ANDASCTION - MECHANICAL = -01/4M220 Sims Wilkerson Carti( Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 oGARYA-RaJ RSONP-E 4U67 o KYLE]. CARUF6 PISS3269 o X)A%15. LL\T2 Pf:. 77010 •36FF A. MKMA] P,E.6i629 o SriA9ULL R ALESANDRR P.L>R2'_ 14001 tttlr 1 r u rrrrr�� - * No. �6 - o OF �- ��O F ORIOP��\� ti S'/O N Al- �rrr r 111110%t U Y J Q N U') Z o < O N VO J C Li O CIO_� W _� C i C O > O I— U) U C U Z � a� � j cu � U J Q J W a..; > +� of Cn Cn = (n O Lo LL o 0 W c I NT 14To 04 N U) A B B.1 CHWS AND CHWR SUPPORTED FROM WALL WITH RISER CLAMPS 1 114"o-� 11 "4' 111111� 1 114"o N x 1 114" o AFMS I N I N NSATE DRAIN SLOPED ZDS DRYWELL DUCTWORK TO ROOF CAP 12x12 , CHWS&R SUPPORTED AFMS FROM WALL AHU 6 n r n Ir �4" TALL CONCRETE HOUSEKEEPING PAD 2 AHU-6 AND 7 SECTION - MECHANICAL M221 1/41'= 1'-0" CONCRETE CONTAINMENT CURB 1 AHU-4 SECTION - MECHANICAL M221 3/16" = 1'-0" �51 1 FIRE DAMPER i I i INSTALL ALL PUMPS AND EQUIPMENT ON CONCRETE HOUSEKEEPING PADS Sims Wilkerson C Engineering, In 12124 High'Fech Avenue - Sui 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-59 CERT. OF AUTH. NO. 610E o,UzxlN9UM1 EJON, PI; 43167 o KYLL I. QSR=R RE 93"9 p{D,NISL8 NLPE.7701' * IIt14 A. 19RF]4AS, P:N. 65629 o SMP HLIt ALLSASDLR P£h 11421 14001 Q LJ Z N o U o w �, o L I o > F- U o C z O C00.0 I W U Q - W U) U _ c OLO LL E N o p WCD N ,UINU CHWS AND CHWR DOWN —TO AIR HANDLING UNITS INSULATED CONDENSATE DRAIN ROUTED ABOVE DOOR AND DOWN INTERIOR WALL BEFORE PENETRATING THE WALL 12" ABOVE FINISHED GRADE GRAVITY CONDENSATE DRAIN ROUTED ABOVE DOOR AND SLOPED 1/8" PER FOOT TOWARDS DRYWELL SLEEVE AND SEAL PENETRATION TO MAINTAIN INTEGRITY OF WALL FIRE RATING PIPES ROUTED ABOVE (TYP FOR ALL PENETRATIONS) RATED CORRIDOR LID 1/8" PER FOOT TO DRYWELL PIPE ROUTING PLAN - MECHANICAL 3/64" = 1'-01, GENERALNOTES 1.THE PURPOSE OF THIS DRAWING IS TO GIVE THE CONTRACTOR A GENERAL SENSE OF THE REQUIRED PIPE ROUTING. 2. SLEEVE AND SEAL ALL PENETRATIONS TO MAINTAIN INTEGRITY OF WALL FIRE RATING (TYP FOR ALL PENETRATIONS) ED CHILLED WATER PIPES 000 000 \—DRYWELL 000 II 000 —UNDERGROUND 0 OQ00 � 000 OOUO BURIED VALVES WITH TRAFFIC -RATED ADJUSTABLE VALVE 0(70 000; COVERS FOR FUTURE EXPANSION l RACEci 13 J O KEY PLAN Sims Wilkerson Cc, Engineering, In 12124 High Tech Avenue - Sail 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-59( CERT. OF AUTH. NO. 6106 p aARr A W11.IaRSCA, P.R 43167 p F} IL ]. C UMEK PL. 53269 p AUAM S. LEN4 ,P-877010 •Jf! N. h9RhTM1AS. P,C 656:.9 p S "t H R. V fXAYUEIt P Il 54II 14001 J Q U_ Z Q 2 U w Q J Z U I LO F- O � � I O cr O ` J LLJ O N C i � O W^ LLJ a— / w O (n = OLO L1_ o (V 0 p W O M V .- o U) N D.1 o- C.1 C B.1 2 2.1 2.2 ENLARGED AREA A - CEILING PLAN - 1 /8" = V-0" GENERAL NOTES 1.ALL SPACES WERE NOT ACCESSIBLE DURING THE SITE OBSERVATIONS SO EXISTING CONDITIONS MAY VARY FROM WHAT IS SHOWN HERE. THE CEILING GRID IS NOT EXACT BUT IT IS A GOOD APPROXIMATION REPRESENTING THE SCOPE OF WORK. O KEY PLAN F14 ,_...,.._..---- Sims Wilkerson Ca Engineering, Inc 12124 High Tech Avenue - Suitc 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5901 CERT. OF AUTH. NO. 6106 oGARI V MLL6 M4 ,P.f 43167 0 F19£ 3. CARVE$ P3533269 0 ADeo1 s-1.1 VL F. e.e num .MRa9.M1flU dLA.PE. 65629 c sl .%ILffI R. N E%ANDM P4>5322 14001 NJ w O LL w U) J Q U_ Z Q W w Z Q N U � Q N Z � 00 Z C N s Q o > i CL U o C z U U J L1J �; a U cn = c LO 00 o� IT — CO 7 Q M FAN SCHEDULE MARK MANUFACTURER MODEL AIR FLOW (CFM) STATIC PRESSURE (IN.W.G.) DRIVE/TYPE HP OR WATTS FAN RPM VOLTS/ PHASE OPERATING WEIGHT (LBS) MAX SONES ACCESSORIES NOTES EF-1 GREENNECK SP-A70 50 0.2 DIRECT/CENT 20 W 20 W 850 115/1 12 1.3 1,2 1 EF-2 GREENNECK SP-A70 50 0.2 DIRECT/CENT 850 115/1 12 1.3 1,2 1 EF-3 GREENHECK CSP-A510 300 0.25 DIRECT/CENT 240 W 832 115/1 40 0.4 1,3,4,5,6 2 EF-4 GREENNECK CSP-A700 550 0.25 DIRECT/CENT 350 W 844 115/1 40 0.4 1,3,4,5,E 1 2 EF-5 GREENNECK SP-A70 1 50 1 0.2 1 DIRECT/CENT 20 W 1 850 1 115/1 1 12 1 1.3 1 1,2 1 FiV VCJJVRICJ 1rRVVIVG IfIG rVLLV VVIIV V) 1. BACKDRAFT DAMPER 2. WHITE PLASTIC GRILLE 3. FAN SPEED CONTROLLER 4. VIBRATION ISOLATORS 5. FLEXIBLE DUCT CONNECTIONS 6. RELAY REQUIRED FOR CONTROL OF FAN OPERATION BY HVAC BUILDING MANAGEMENT SYSTEM NOTES 1. FAN TO BE CONTROLLED BY RESTROOM LIGHT SWITCH. 2. FAN TO BE CONTROLLED BY NEW BMS. AIR-COOLED CHILLER SCHEDULE MARK CH-1 AND CH-2 LOCATION EQUIPMENTYARD MANUFACTURER TRANE MODEL RTAC185 ACTUAL CAPACITY (TONS) 170.3 EFFICIENCY (EER) 9.9 COP 2.89 EVAPORATOR (BLDG COOLING MODE) WATER FLOW (GPM) 340 ENTERING WATER TEMP (DEG F) 52.9 LEAVING WATER TEMP (DEG F) 40.0 MAX PRESSURE DROP (FT-H20) 9.0 EVAPORATOR (ICE MAKING MODEL WATER FLOW (GPM) 350 ENTERING WATER TEMP (DEG F) 30.1 LEAVING WATER TEMP (DEG F) 21.0 MAX PRESSURE DROP (FT-1-120) 9.2 COMPRESSOR QUANTITY 2 TYPE SCREW CAPACITY TONS 100/85 CONDENSER REFRIGERANT TYPE HFC-134a AMBIENT TEMP (DEG F) 95 NUMBER OF FANS 13 FI F(;TRI(:AI DATA VOLTS/PHASE 46013 MINIMUM CIRCUIT AMPACITY 378 MAX FUSE AMPS 500 GENERAL OPERATING WEIGHT (LBS) 14,500 ACCESSORIES 1-10 NOTES 1 1. SINGLE POINT POWER CONNECTION 2. NEOPRENE PADS FOR VIBRATION ISOLATION 3. BACNET COMMUNICATION INTERFACE 4. COOLER FREEZE PROTECTION 5. CONDENSER COIL GUARDS/LOUVERS 6. ICE MAKING CAPABILITY W125% ETHYLENE GLYCOL T WYE-DELTA COMPRESSOR STARTER 8. INSULATION FOR HIGH HUMIDITY 9. CONDENSER COIL CORROSION PROTECTION 10. FACTORY -INSTALLED CONVENIENCE OUTLET ON SEPARATE 120V SERVICE NOTES 1. SEE SPECIFICATIONS FOR THE GLYCOL MANAGEMENT SYSTEM REQUIREMENTS HEAT EXCHANGER SCHEDULE MARK HX-1 CAPACITY (TONS) 175 MANUFACTURER CALMAC MODEL S86B-I S 10- 1 77-TMTL98 TYPE PLATE AND FRAME CAPACITY (MBH) 2,237.198 HEAT EXCHANGER SURFACE AREA (SF) 1,695 NUMBER OF PLATES 177 NUMBER OF PASSES 1 I4171I�.7.7lRIi[•IN� FLUID WATER/25% GLYCOL FLOW RATE (GPM) 340 ENTERING WATER TEMP (DEG F) 54 LEAVING WATER TEMP (DEG F) 40 MAXIMUM PRESSURE DROP (FT-H20) 12.0 1:111LIIIIIIN04Leib] 6 ::. • 1 • • - FLUID WATER FLOW RATE (GPM) 320 ENTERING WATER TEMP (DEG F) 56 LEAVING WATER TEMP (DEG F) 42 MAXIMUM PRESSURE DROP (FT-H20) 12 GENERAL WEIGHT 4,000 ACCESSORIES - NOTES 1 ACCESSORIES (PROVIDE THE FOLLOWING) NOTES 1. INSTALL ON CONCRETE HOUSEKEEPING PAD CHILLED WATER AIR HANDLING UNIT SCHEDULE MARK MANUFACTURER MODEL FAN COOLING COIL FILTERS GENERAL TOTAL AIR FLOW (CFM) OUTSIDE AIR FLOW (CFM) ESP/TSP (IN.W.G.) TYPE DRIVE HP AIR TEMPERATURES CAPACITY AREA (SF) WS/ FROINS PER FOOT AIR PRESS DROP (IN.W.G.) EWT/LWT (DEG F) WATER FLOW (GPM) WATER PRESS DROP (FT-1-120) TYPE EFFICIENCY VOLTS/PH MCA MOCP WEIGHT (LBS) MAX dB AT DUCTED INLET FOR THE FREQUENCIES (Hz) LISTED BELOW ACCESSORIES NOTES ENTERING DEG F (DB/WB) LEAVING DEG F (DB/INB) TOTAL (MBH) SENS (MBH) 63 125 250 500 1K;89 4K BK AHU-1 TRANE PCC SIZE 57 22,000 2,450 1.0/2.3 25" AF BELT 20 77.2/64.2 55.0/54.0 665.4 537.1 56.89 41122 0.28 42/56 94.7 5.86 4" CARTRIDGE MERV 14 460/3 30.63 50 5,600 91 82 86 82 7469 71 1-6,8,9,10 1,2,3 AHU-2 TRANE PCC SIZE 57 22,000 2,450 1.0/2.3 25" AF BELT 20 77.2/64.2 55.0/54.0 665.4 537.1 56.89 41122 0.28 42/56 94.7 5.86 4" CARTRIDGE MERV 14 46013 30.63 50 5,600 91 82 86 82 7469 71 1-618,9,10 1,2,3 AHU-3 TRANE PCC SIZE 8 2,500 350 1.016.1 12" PLENUM BELT 5.0 77.8164.7 55.0/54.8 74.5 62.7 4.51 8/116 0.93 42156 10.E 0.88 4" CARTRIDGE MERV 14 460/3 8.38 15 1,000 94 96 85 98 8880 75 1-7,10 1,2,3 AHU-4 TRANE PCC SIZE 21 9,000 1,600 2.0/3.9 25" PLENUM BELT 10 78.6/65.3 55.0/54.2 300.6 233.7 20.81 6/89 0.46 42/56 42.8 3.52 4" CARTRIDGE MERV 14 460/3 15.63 25 2,500 93 85 89 89 8772 66 1-7,10 1,2,3 AHU-5 TRANE PCC SIZE 17 8,000 900 2.0/5.7 14" PLENUM BELT 7.5 77.3/64.2 55.0154.8 84.5 73.6 6.11 81107 0.73 4215E 12.0 0.79 4" CARTRIDGE MERV 14 460/3 11.8 20 1,250 95 95 82 98 6377 71 1-7,9,10 1,2,3 AHU-6 TRANE PCC SIZE 06 550 1,312.9 9" BC BELT 3.0 79.2/65.8 55.0/54.8 87.0 69.3 6.11 8/105 0.61 42/56 12.4 0.83 4" CARTRIDGE MERV 14 460/3 5.25 15 1,200 91 89 82 84 79 72 65 1-7,10 1,2,3 AHU-7 TRANE PCC SIZE 04 L2,600 300 1,312.8 9" BC BELT 2.0 78,8165.4 55.0/54.8 51.E 41.9 4.51 8/120 0.47 4215E 7.3 0.4E 4" CARTRIDGE MERV 14 460/3 3.63 15 1,000 67 61 58 57 56 54 48 39 1-7,10 1,2,3 AHU-8 TRANE PCC SIZE 25 2,200 2.0/3.9 25" PLENUM BELT 15 78.8/65.5 53.3152.7 439.1 323.2 24.97 8/72 0.65 42/56 62.5 5.93 4" CARTRIDGE MERV 14 46013 23.13 40 2,600 99 93 93 99 92 85 78 68 1-7,10 1,2,3 ACCESSORIES (PROVIDE THE FOLLOWING) 1. SINGLE -POINT POWER CONNECTION 2. NON -OVERLOADING, INVERTER -DUTY -RATED, PREMIUM EFFICIENCY FAN MOTOR CONFORMING TO NEMA STANDARDS PUBLICATION MG 1-2006, PART 31 AND RATED FOR USE WITH A VFD 3. VARIABLE FREQUENCY DRIVE (VFD) AND VFD INTERFACE CARD AND/OR ACCESSORIES REQUIRED FOR COMMUNICATION WITH THE NEW HVAC CONTROL SYSTEM 4. DOUBLE WALL INSULATED SECTIONS 5. STAINLESS STEEL INSULATED CONDENSATE DRAIN PAN 6. 8" BASE RAIL 7. SUPPLY AIR DUCT SMOKE DETECTOR AND ACCESS DOOR 8. SUPPLY AND RETURN AIR DUCT SMOKE DETECTORS AND ACCESS DOORS 9. SA DUCT HEATER % 120V CONDENSATE PUMP NOTES 1. PAINT HOUSEKEEPING PAD WITH TWO COATS OF CONCRETE EPDXY PAINT (COLOR SAMPLES TO BE SUBMITTED TO OWNER FOR SELECTION). 2. AIR HANDLING UNIT CONSISTS OF MIXING BOX (WITH CARTRIDGE FILTER, TOP OUTDOOR AIR INLET WITH TRAQ DAMPER, AND BACK RETURN AIR INLET WITH PARALLEL DAMPER), COOLING COIL, ACCESS SECTION, AND FAN WITH TOP DISCHARGE. 3. BASIS OF DESIGN UNITS USE A TRANE TRAQ DAMPER FOR OUTDOOR AIRFLOW MEASURING. PROVIDE SEPARATE AIRFLOW MEASURING STATION IF TRANE TRAQ DAMPERS ARE NOT USED. AIR DEVICE SCHEDULE MARK MANUFACTURER MODEL TYPE BORDER AIR PATTERN FACE/NECK FINISH MATERIAL MAXNC LEVEL MAX PRESS DROP (IN.W.G.) ACCESSORIES NOTES CD -A METAL-AIRE 5000 CEILING SUPPLY LAY -IN 4-WAY 24x24/SEE TABLE 1 WHITE ALUMINUM 25 0.08 1,2 1,2,3 CD-B METAL-AIRE 5000 CEILING SUPPLY SURFACE 4-WAY 12xl2/SEE TABLE 1 WHITE ALUMINUM 25 0.08 1,2 1,2,3 SD -A METAL-AIRE H4004 SIDEWALL DIFFUSER SURFACE 2-WAY REFER TO DRAWINGS WHITE ALUMINUM 25 0.08 1,2 1,2 RG-A METAL-AIRE RH CEILING GRILLE LAY -IN 1-WAY 24x24/22x22 WHITE ALUMINUM 25 0.08 1,2 1,2,3 RG-B METAL-AIRE RH CEILING GRILLE SURFACE 1-WAY 12x12/10x10 WHITE ALUMINUM 25 0.08 1,2 1,2,3 EG-A METAL-AIRE RH CEILING GRILLE LAY -IN 1-WAY 24x24/22x22 WHITE ALUMINUM 25 0.08 1,2 1,2,3 EG-B METAL-AIRE RH CEILING GRILLE SURFACE 1-WAY 12xl2/10x10 WHITE ALUMINUM 25 0.08 1,2 1,2,3 CD-X EXISTING CEILING SUPPLY AIR DEVICE 4 SD-X EXISTING SIDEWALL SUPPLY AIR DEVICE 4 RG-X EXISTING CEILING RETURN AIR DEVICE 4 EG-X EXISTING CEILING EXHAUST AIR DEVICE 4 \CCESSORIES (PROVIDE THE FOLLOWING) 1. ALUMINUM SURFACE MOUNT ADAPTER FRAME FOR LAY -IN AIR DEVICES LOCATED IN HARD CEILINGS 2. INSULATED DUCT BOOT TO TRANSITION FROM AIR DEVICE TO ROUND DUCTWORK NOTES 1. USE NECK SIZES LISTED IN TABLE 1 IF THE SIZE IS NOT INDICATED ON THE PLANS 2. PAINT DUCTWORK THAT IS VISIBLE THROUGH FRONT OF AIR DEVICE MATTE BLACK 3. PANEL MOUNTED AIR DEVICES ARE NOT ACCEPTABLE - BLADES SHALL COVER ENTIRE FACE OF AIR DEVICE 4. CLEAN EXISTING AIR DEVICES TO REMAIN AND PRIME AND PAINT TO MATCH NEW AIR DEVICES. llil:i.il CFM RANGE NECK SIZE 0-110 6" DIA 111-220 8" DIA 221-420 10" DIA 421-550 12" DIA 551-750 1 14" DIA NEW BLOWER COIL UNIT SCHEDULE MARK FAN INFO COOLING COIL HEATING COIL ELECTRICAL AIRFLOW (CFM) OUTDOOR AIRFLOW (CFM) ESP (IN.W.G.) DRIVE TYPE HP SENSIBLE CAPACITY (MBH) TOTAL CAPACITY (MBH) EAT DB/WB (DEG F) LAT I DB/WB (DEG F) EWT/LWT (DEG F) FLOW (GPM) MAXPRESS DROP (FT-H20) KW STEPS VOLTS/PH MCA MOCP ACCESS NOTES BCU-1 300 50 0.5/0.6 BELT 1/2 7.2 8.8 78.3165.1 56.5155.5 1 42/56 1.3 1.0 2.0 1 208/3 9.82 15 1-5 1 ACCESSORIES 1. 2. 3. 4. 5. 2-WAY MODULATING CONTROL VALVE DDC CONTROLLER AND WALL -MOUNTED TEMPERATURE SENSOR DISPOSABLE MERV 13 FILTER 120V MOTORIZED OUTDOOR AIR DAMPER INTERLOCKED WITH FAN OPERATION 6" DIAMETER GALVANIZED STEEL WALL CAP FOR OUTDOOR AIR INTAKE PRIMED AND PAINTED TO MATCH BUILDING EXTERIOR NOTES 1. INSTALL ON 8" TALL GALVANIZED STEEL BASE RAILS ATTACHED TO THE MEZZANINE FLOOR. ELECTRIC DUCT HEATER MARK DH-1 DH-2 DH-3 LOCATION AHU-1 SA DUCT AHU-2 SA DUCT AHU-5 SA DUCT MANUFACTURER INDEECO INDEECO INDEECO MODEL OUZ QUZ QUZ TYPE DUCT HEATER DUCT HEATER DUCT HEATER HEATER TYPE ELECTRIC ELECTRIC ELECTRIC MOUNTING FLANGED FLANGED FLANGED CAPACITY (KW) 75 75 35 STAGES 3 3 3 AIRFLOW (CFM) 9,000 9,000 4,000 TEMPERATURE RISE (DEG F) 15 15 15 VOLTS/PH 480/3 48013 48013 GENERAL ACCESSORIES 1-4 1-4 1-4 NOTES 1 1 1 1. FLANGED DUCT HEATER WITH ACCESS DOOR MOUNTED UPSTREAM FOR SERVICE AND CLEANING 2. FIELD -MOUNTED DUCT TEMPERATURE SENSOR 3. BUILT-IN DISCONNECT AND OVERCURRENT PROTECTION 4. AIRFLOW INTERLOCK NOTES 1. HEATER IS SIZED FOR FREEZE PROTECTION AND NOT COMFORT HEATING. GLYCOL MANAGEMENT SYSTEM MARK MANUFACTURER VOLTS/PH ACCESSORIES NOTES GMS-1 CALMAC 115/1 1 ACCESSORIES (PROVIDE THE FOLLOWING) 1. REFER TO THE SPECIFICATIONS FOR REQUIREMENTS. ICE -STORAGE TANKS MARK IST-1 THRU IST-7 MANUFACTURER CALMAC MODEL 1190C NET USABLE CAPACITY (TON-HRS) 162 MAX OPERATING TEMP (DEG F) 100 MAX OPERATING PRESSURE (PSI) 90 INSTALLED WEIGHT (LBS) 16,900 FLOOR LOADING (LBS/SF) 391 VOLUME WATER/ICE (GALLONS) 1,655 ACCESSORIES 1 El NOTES 1,2 ACCESSORIES (PROVIDE THE FOLLOWING): 1. ICE INVENTORY METER FOR IST-1 ONLY NOTES 1. PROVIDE 120V POWER AND INSTALL THE ICE INVENTORY METER IN IST-1. 2. CONNECT ICE INVENTORY METER TO BMS FOR REMOTE MONITORING. AIR SEPARATOR MARK AS-1,2 MANUFACTURER BELL AND GOSSETT MODEL RL-5F SERVICE CHILLED WATER FLOW RATE (GPM) 350 OPERATING WEIGHT (LBS) 450 ACCESSORIES 1 NOTES 1,2,3 ACCESSORIES (PROVIDE THE FOLLOWING) 1. AUTOMATIC AIR VENT NOTES 1. ASME BPVC SECTION VIII, DIV. 1 STAMPED 125 PSI GAGE WORKING PRESSURE. 2. PIPE AUTOMATIC AIR VENT THRU WALL 18" ABOVE GRADE TERMINATED WITH ELBOW TURNED DOWN. 3. SUPPORT AIR SEPARATOR FROM FLOOR BELOW. AIR TERMINAL UNIT SCHEDULE MARK MANUFACTURER MODEL INLET SIZEF(C (IN) AIR FLOW ELECTRIC HEAT GENERAL X M) MIN (CFM) KW AIRFLOW (CFM) STAGES EAT/LAT (DEG F) VOLTS/PH MCA MOCP ACCESSORIES NOTES AHU-4 AIR TERMINAL UNITS VAV4-01 TRANE VCEF 24z16 2416 6.750 2,400 24.0 2,400 4 55/86 480/3 36.1 40 1-8 1-4 VAV4-02 TRANE VCEF 10 10 1,000 350 6.0 450 2 - 48013 9.0 15 1-8 1-4 VAV4-03 TRANE VCEF 10 10 1,200 420 6.0 450 2 480/3 9.0 15 1-8 1-4 VAV 4-04 TRANE VCEF8 8 700 250 3.5 265 1 480/3 5.3 15 1-8 1-4 VAV 4-05 TRANE VCCF 6 6 500 0 NO HEATER 277/1 15 1-6 1-4 AHU-6 AIR TERMINAL UNITS VAV 6-01 TRANE VCEF 08 8 500 180 3.0 210 1 55199 277/1 13.5 15 1-8 1-4 VAV 6-02 TRANE VCEF 05 5 300 110 2.0 185 1 55/89 277/1 9,0 15 1-8 1-4 VAV 6-03 TRANE VCEF 08 8 900 300 5.0 380 2 55196 480/3 7.5 15 1-B 1-4 VAV 6-04 TRANE VCEF 08 8 500 180 2.0 210 1 55/85 2 77/1 9.0 15 1-8 1-4 VAV 6-05 TRANE VCCF 04 4 200 70 NO HEATER 277/1 - 15 1-6 1-4 VAV 6-06 TRANE VCEF 05 5 250 90 1.5 165 1 55/84 277/1 6.8 15 1-8 1-4 AHU-7 AIR TERMINAL UNITS VAV 7-01 TRANE VCEF 08 8 525 190 3.0 210 1 55/99 277/1 13.5 15 1-8 1-4 VAV 7-02 TRANE VCEF 05 5 300 110 2.0 185 1 55189 277/1 9.0 15 1-8 1-4 VAV 7-03 TRANE VCEF 05 5 225 80 1.0 125 1 55/80 277/1 4.5 15 1-8 1-4 VAV 7-04 TRANE VCEF 05 5 300 110 1.5 165 1 55/84 277/1 6.8 15 1-8 1-4 VAV 7-05 TRANE VCEF 04 4 200 70 1.0 130 1 55/79 277/1 4.5 15 1-8 1-4 AHU-8 AIR TERMINAL UNITS VAV 8-01 TRANE VCEF 12 12 1,550 550 7.0 550 2 55/95 480/3 10.5 15 1-8 1-4 VAV 8-02 TRANE VCEF 05 5 325 120 2.0 185 1 55/89 277/1 9.0 15 1-8 1-4 VAV8-03 TRANE VCEF10 10 900 330 4.5 330 1 55/98 480/3 6.8 15 1-8 1-4 VAV 8-04 TRANE VCEF 12 12 1,600 560 6.0 560 2 55189 48013 9.0 15 1-8 1-4 VAV 8-05 TRANE VCEF 08 08 500 180 2.5 210 1 55/92 277/1 11.3 15 1-8 1-4 VAV B-06 TRANE VCEF 05 05 225 80 1.0 125 1 55180 277/1 4.5 15 1-8 1-4 VAV 8-07 TRANE VCEF 10 10 1,250 490 4.5 490 1 55/84 480/3 6.8 15 1-8 1-4 VAV 8-08 TRANE VCEF 12 12 2,000 700 7.5 700 2 55/89 48013 11.3 15 1-8 1-4 VAVB-09 1 TRANE VCEF 10 1 10 1 1,100 380 4.0 380 1 55/87 -ioVAV 48013 6.0 15 1-8 1-4 8-10TRANE VCEF 12 12 2,000 700 7.0 700 2 55/90 480/3 10.5 15 1-8 1-4 VAV 8-11 1 TRANE VCCF 06 6 400 100 NO HEATER 277/1 - 15 1-6 1-4 ACCESSORIES 1. SINGLE POINT POWER CONNECTION. 2. 1 INCH THICK 1.5 LB/FT3 COMPOSITE DENSITY GLASS FIBER WITH FOIL -FACED INSULATION. INSULATION SHALL BE UL LISTED AND MEETS NFPA-90A AND UL 181 STANDARDS AND BACTERIOLOGICAL STANDARD ASTM C 665. INSULATION SHALL HAVE NO EXPOSED EDGES (COMPLETE METAL ENCAPSULATION). 3. SLIP AND DRIVE OUTLET CONNECTION. 4. FACTORY -MOUNTED CONTROL POWER TRANSFORMER IN AN ENCLOSURE WITH KNOCKOUTS TO PROVIDE 24VAC CONTROL POWER. COORDINATE TRANSFORMER WITH SUPPLY VOLTAGE TO THE TERMINAL UNIT. 5. FACTORY -MOUNTED DDC CONTROLLER COORDINATED WITH CONTROLS CONTRACTOR. 6. DDC ZONE SENSOR WITH A COMMUNICATION JACK FOR USE WITH A PORTABLE EDIT DEVICE AND NO EXTERNALLY -ADJUSTABLE CONTROLS. 7. ELECTRIC HEAT WITH 24 VOLT MAGNETIC CONTACTORS AND AUTOMATIC THERMAL CUTOUT WITH MANUAL RESET, 8. AIRFLOW SWITCH TO DISABLE HEATER WHEN THE SYSTEM FAN IS OFF. NOTES 1. ALL AIR TERMINAL UNITS SHALL BE SUPERVISED AND CONTROLLED BY THE BUILDING MANAGEMENT SYSTEM. 2. COORDINATE AIR TERMINAL UNIT LOCATIONS WITH OTHER SYSTEMS ABOVE THE CEILING TO MAINTAIN THE REQUIRED 36" CLEARANCE IN FRONT OF THE UNIT ELECTRICAL CONNECTION AND DISCONNECT. 3. COORDINATE AIR TERMINAL UNIT LOCATIONS WITH HARD CEILINGS TO ALLOW THE INSTALLATION OF ACCESS PANELS LARGE ENOUGH TO REMOVE THE UNIT FROM THE CEILING. 4. PROVIDE RIGHT- OR LEFT-HAND ORIENTATION AS INDICATED ON THE CONTRACT DOCUMENTS. COMPRESSION TANK MARK CT-1 CT-2 LOCATION CEP CEP MANUFACTURER BELL AND GOSSETT BELL AND GOSSETT MODEL D-144V D-144V TYPE DIAPHRAM DIAPHRAM OPERATING TEMP (DEG F) 28 42 MAX DESIGN TEMP (DEG F) 95 95 FILL PRESSURE (PSI) 40 40 MAX DESIGN PRESSURE (PSI) 100 100 TANK VOLUME (GALS) 77 77 DIAMETER (INCHES) 24 24 ACCEPTANCE VOL (GALS) 24 24 CONNECTION SIZE (IN) 1 1 OPERATING WEIGHT (LBS) 900 900 ACCESSORIES 1-3 1-3 NOTES 1-3 1-3 ACCESSORIES (PROVIDE THE FOLLOWING) 1. CHARGING VALVE 2. LIFTING RING 3. INTEGRAL BASE FORVERTICAL INSTALLATION VOTES 1. INSULATE TANK TO PREVENT CONDENSATION. 2. 125 PSIG WORKING PRESSURE EXPANSION TANK DESIGNED AND CONSTRUCTED PER ASME SECTION VIII, DIVISION 1. 3. TANK SHALL BE PRECHARGED TO THE MINIMUM OPERATING PRESSURE BEFORE BEING FILLED. PUMP SCHEDULE MARK CHWP-1 P AND 2P CHWP-1 SAND 2S LOCATION INDOORS INDOORS MANUFACTURER TACO TACO MODEL C12510C C13007 TYPE END SUCTION END SUCTION PUMP WATER FLOW RATE (GPM) 340 350 TOTAL HEAD (FT-H20) 90 50 IMPELLER SIZE (IN) 10 7.5 MINIMUM EFFICIENCY 78% 79% HP 15 7.5 RPM 1,760 1,760 VOLTS/PHASE/HZ 480/3/60 480/3/60 GENERAL OPERATING WEIGHT (LBS) 500 300 ACCESSORIES NOTES 1,2 1 HUUtbbUKItJ VNUVIUL IHt hULLVWINIi 1. VARIABLE FREQUENCY DRIVE (VFD) 2. NON -OVERLOADING, TEFC VARIABLE SPEED FAN MOTOR, INVERTER DUTY RATED PER NEMA MG-1 3. GROUNDED SHAFT 4. SUCTION DIFFUSER WITH STRAINER 5. ISOLATED PUMP BASE SECURED TO CONCRETE HOUSEKEEPING PAD NOTES 1. PROVIDE 4" TALL CONCRETE HOUSEKEEPING PAD, 2. GLYCOL DUTY PUMP. Sims Wilkerson Cartier Engineering, Inc. E2124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o G VZ A. \U RIR5ON F_6, 43167 oK'I'r.C4 MR, RL53269 o WVJ N19, Lf.VPT.. Pi 77010 • riff A MKWrR. V L 5621 09A.UIL1 L R. .11 LXAMA'R, PJ:.55422 14001 T*` r 0 0 1 IIIIIIIIIIIN 2 w W I.^L 0 U_ W U)'V^J z U CW C 1 U) ) W ZD M w 'U^ V J O �O CN p O V ce V U 0) O J 0 U �U ''♦^J VJ M 0 U_ Y C L 0 1 L ONTROL LEGEND SYMBOL DESCRIPTION EQUIPMENT FAN ' COOLING COIL ' HEATING COIL TER CONTROL DAMPER PUMP MOUNTED AIR FILTER SECTION TU TERMINAL UNIT (VAV BOX) ABBREVIATIONS N.C. NORMALLY CLOSED N.O. NORMALLY OPEN EA EXHAUSTAIR CA OUTDOORAIR RA RETURN AIR SA SUPPLYAIR TU TERMINAL UNIT 'ION VAV BOX COMPONENTS FACTORY ---- `MOUNTED TO BOX BY MANUFACTURER IARYAIR j ' I r//a I STOZONER EH PANEL-------i--) VPS DM `—� POWER 1 PER STAGE i BY 2 AND HPOWER I--------------r--- TS CTRICAL ZONE AI AO AI TEMPERATURE SENSOR TU CONTROLLER _, POWER FROM EH PANEL LAN ------- ------- � LAN CONTROLS SCHEMATIC TYPICAL SEQUENCE OF OPERATION SEQUENCE OF OPERATION -AIR TERMINAL UNITS -VARIABLE VOLUME WITH ELECTRIC REHEAT THE AIR TERMINAL UNITS SHALL BE GROUPED BY AIR HANDLING UNIT SERVED FOR TIME OF DAY SCHEDULING. EACH GROUP SHALL HAVE AN INDEPENDENT TIME OF DAY SCHEDULE. UPON RISE IN SPACE TEMPERATURE ABOVE THE COOLING SET POINT, THE AIR VALVE SHALL OPEN TO INCREASE THE SUPPLY AIR FLOWAS REQUIRED TO MEET THE ZONE TEMPERATURE COOLING SET POINT. UPON FALL IN SPACE TEMPERATURE THE REVERSE SHALL OCCUR UNTIL THE TERMINAL UNIT REACHES THE MINIMUM SCHEDULED AIRFLOW. UPON CONTINUED FALL IN SPACE TEMPERATURE BELOW THE HEATING SET POINT, THE ELECTRIC HEATER STAGES SHALL ENERGIZE AS REQUIRED TO MAINTAIN THE ZONE TEMPERATURE AT THE HEATING SET POINT. OCCUPIED MODE COOLING SET POINT: 75 DEG F COOLING (USER ADJUSTABLE) OCCUPIED MODE HEATING SET POINT: 72 DEG F HEATING (USER ADJUSTABLE) UNOCCUPIED MODE COOLING SET POINT: 80 DEG F (USER ADJUSTABLE) UNOCCUPIED MODE HEATING SET POINT: 60 DEG F (USER ADJUSTABLE) TYPICAL CONTROL POINTS LIST CONTROL POINT INPUT OUTPUT ANALOG BINARY ANALOG BINARY ZONE TEMPERATURE SET POINT X ZONE TEMPERATURE (DEG F) X AIRFLOW (CFM) X DAMPER POSITION (% OPEN) X X HEATER STAGE - ONE PER STAGE X THIS SCHEDULE SHOWS THE MINIMUM POINTS REQUIRED. PROVIDE ALL POINTS AS REQUIRED FOR THE MECHANICAL EQUIPMENT TO PERFORM THE SEQUENCE OF OPERATIONS. TYPICAL AIR TERMINAL UNIT WITH ELECTRIC REHEAT COIL CONTROL SYSTEM GENERAL NOTES 1. THE BUILDING MANAGEMENT SYSTEM (BMS) SHALL PROVIDE FOR GLOBAL CONTROL AND MONITORING OF THE INDIVIDUAL ITEMS OF EQUIPMENT. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A COMPLETE FUNCTIONING AND OPERABLE BMS. 2. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: a. MICROPROCESSOR BASED CONTROLLERS b. SENSORS c. ROUTERS AND COMMUNICATION d. PANELS e. SWITCHES f. WIRING AND CONDUIT g. WORKSTATION, PRINTER, DESK, AND CHAIR h. SOFTWARE OPERATING SYSTEMS, PROGRAMMING, AND FULL OPERATOR WORKSTATION SYSTEM GRAPHICS i. COMMISSIONING, CALIBRATION, ACTIVATION, AND DE -BUGGING j. DEMONSTRATIONS AND TRAINING 3. COORDINATE THE RANGE, SET POINT, DEAD -BAND, CHARACTERISTICS AND MOUNTING LOCATIONS OF SENSORS WITH THE ACTUAL EQUIPMENT FURNISHED. INSTALL SENSORS, TUBING, AND WIRING TO BE ACCESSIBLE AND AS NOT TO IMPEDE OR ENCROACH UPON EQUIPMENT SERVICE AND ACCESS AREAS. 4. ALL SENSOR TUBING SHALL BE RIGID HARD -DRAWN TYPE L COPPER TUBING. 5. WHERE PROPOSED SEQUENCES COULD DEFEAT THE EQUIPMENT MANUFACTURER'S EQUIPMENT SAFETIES OR BE DETRIMENTAL TO THE EQUIPMENT CONTROLLED, ALERT THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 6. SEQUENCES ARE PERFORMANCE -BASED AND GENERALLY DO NOT REFER TO SPECIFIC DEAD -BANDS, RESET RATIOS, DELAYS, AND RANGES REQUIRED FOR STABLE OPERATION. THESE PARAMETERS SHALL BE FULLY ADJUSTABLE AT THE OPERATOR WORKSTATION. 7. PROVIDE MODIFICATION TO THE SET POINTS, DEAD -BANDS, DELAYS AND RANGES BASED UPON THE ACTUAL PERFORMANCE OF THE CONTROLLED EQUIPMENT IN ORDER TO PROVIDE STABLE OPERATION WITHOUT EXCESSIVE CYCLING OR HYSTERESIS. DO NOT MODIFY THE SEQUENCE WITHOUT SUBMITTING AN ALTERNATE SEQUENCE TO THE ENGINEER FOR REVIEW AND APPROVAL. 8. DEMONSTRATE THE SEQUENCE OF OPERATION IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE ENGINEER FOR ALL CONTROLLED EQUIPMENT, TO INCLUDE GENERATION OF ALARMS AND SIMULATION OF POWER OUTAGES, POWER RESTORATION, AND GENERAL EQUIPMENT FAILURES. 9. IN ADDITION TO SPECIFIC EQUIPMENT ALARMS NOTED IN THE CONTRACT DOCUMENTS, PROVIDE STANDARD ALARMS FOR ITEMS SUCH AS SENSOR FAILURE, OUT -OF -RANGE (HIGHILOW LIMITS) AND SIMILAR ITEMS. 10. COORDINATE SEQUENCES AND DATA ACQUISITION REQUIREMENTS AND PROVIDE FOR TREND LOGGING, REPORT GENERATION, CALCULATED RUN -HOURS, AND SIMILAR PREVENTATIVE MAINTENANCE FUNCTIONS. 11. POWER WIRING SHALL NOT BE RUN IN THE SAME CONDUIT AS LOW VOLTAGE WIRING, SIGNAL, OR COMMUNICATIONS WIRING. FINAL CONNECTION TO SENSORS AND ACTUATORS MAY BE MADE WITH FLEXIBLE CONDUIT NOT TO EXCEED 30 INCHES IN LENGTH. COMMUNICATION CABLING CONCEALED ABOVE CEILINGS SHALL BE PLENUM -RATED AND MAY BE RUN WITHOUT CONDUIT, BUT SHALL BE SUPPORTED IN CABLE TRAY (WHERE AVAILABLE), OR SUPPORTED WITH BRIDAL RINGS. EXPOSED COMMUNICATION CABLING SHALL BE RUN IN CONDUIT, EXCEPT WHERE CABLE TRAY IS AVAILABLE TO BE USED. 12. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT VERSION OF THE NATIONAL ELECTRIC CODE (NEC). CONDUCTORS SHALL BE COPPER, ONE-PIECE, INSTALLED WITHOUT SPLICES. WIRING SHALL BE COLOR -CODED. 13. POWER (120V AND ABOVE) AND CONDUIT TO UNIT CONTROLLERS AND PANELS SHALL BE PROVIDED AND TERMINATED BY THE ELECTRICAL CONTRACTOR. TRANSFORMERS, DC POWER RECTIFIERS, AND EXTENSION OF LOW -VOLTAGE POWER TO ACTUATORS, TRANSMITTERS, AND SIMILAR CONTROL DEVICES AND SENSORS SHALL BE PROVIDED BY THE CONTROLS CONTRACTOR. 14. THE CONTROLS CONTRACTOR SHALL COORDINATE THE SCHEDULES (OCCUPIED AND UNOCCUPIED TIMES) WITH OWNER'S REPRESENTATIVE AS AIR HANDLING UNITS ARE ADDED TO THE BMS. VAV BOX COMPONENTS FACTORY ----- `MOUNTEDTOBOX BYMANUFACTURER PRIMARY AIR CONTROLLER PROVIDED BY CONTROLS CONTRACTOR AND FACTORY -MOUNTED WITH POWER TRANSFORMER COORDINATED WITH ELECTRICAL I �l POWER LAN SUPPLY AIR TO ZONE TS HS I COMBINATION AI ZONE TEMPERATURE/ OLLER i HUMDITY SENSOR CONTROLS SCHEMATIC -� LAN J TYPICAL SEQUENCE OF OPERATION SEQUENCE OF OPERATION - AIR TERMINAL UNITS -VARIABLE VOLUME COOLING ONLY THE AIR TERMINAL UNITS SHALL BE GROUPED BY AIR HANDLING UNIT SERVED FOR TIME OF DAY SCHEDULING. EACH GROUP SHALL HAVE AN INDEPENDENT TIME OF DAY SCHEDULE. UPON RISE IN SPACE TEMPERATURE ABOVE THE COOLING SET POINT, THE AIR VALVE SHALL OPEN TO INCREASE THE SUPPLY AIRFLOW AS REQUIRED TO MEET THE ZONE TEMPERATURE COOLING SET POINT, UPON FALL IN SPACE TEMPERATURE THE REVERSE SHALL OCCUR UNTIL THE TERMINAL UNIT REACHES THE MINIMUM SCHEDULED AIRFLOW. OCCUPIED MODE SET POINT: 75 DEG F (USER ADJUSTABLE) UNOCCUPIED MODE SET POINT: 80 DEG F (USER ADJUSTABLE) TYPICAL CONTROL POINTS LIST CONTROL POINT INPUT OUTPUT ANALOG BINARY ANALOG BINARY ZONE TEMPERATURE SET POINT X ZONE TEMPERATURE (DEG F) X ZONE RELATIVE HUMIDITY (%) X AIRFLOW (CFM) X DAMPER POSITION (% OPEN) X X THIS SCHEDULE SHOWS THE MINIMUM POINTS REQUIRED. PROVIDE ALL POINTS AS REQUIRED FOR THE MECHANICAL EQUIPMENT TO PERFORM THE SEQUENCE OF OPERATIONS. VARIABLE AIR VOLUME AIR TERMINAL UNIT - COOLING Sims Wilkerson Ce Engineering, Inc 12124 High Tech Avenue - Suit( 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-590 CERT. OF AUTH. NO. 6106 oOA YA. Wp,R SON,PP 43167 o A'YLE J. CAR Mk P.E. 53269 o ADAM1I5. LENNE, RE. 77010 �.IFiFP A. 6Rq,4.AN, PE.. 65629 o SA LR. ALEYANOEI; PE, 55422 14001 O LL W D (0 0 'AGE N ••-92 V: ' No. 65 9LU o�U NPL ����11111111\\\ u L J U_ w U Q W 0) J W G v ) O w O 0 Lo 0 0 0 V I V ''-6-^-0 vJ 0 0 I_ NOT M501 AIR HANDLING UNITS AHU MARK AH4 AH6 A� AHS INTERLOCKED EXHAUSTFANS N/A N/A N/A ee TYPICAL CONTROL POINTS LIST CONTROL POINT INPUT OUTPUT ANALOG BINARY JANALOG I BINARY SUPPLY FAN MOTOR VARIABLE SPEED DRIVE* START/STOP MOTOR CURRENT DRAW (AMPS) MOTOR SPEED (HZ) MOTOR SPEED SET POINT (HZ) BMS COMMUNICATION CARD X X X X MIXED AIR TEMPERATURE (DEG F) X X X COOLING COIL LEAVING AIR TEMPERATURE (DEG F) CHILLED WATER VALVE POSITION (% OPEN) - X OUTSIDE AIR DAMPER POSITION (% OPEN) X - X RETURN AIR DAMPER POSITION (% OPEN) X - X OAAIR FLOW MEASURING STATION (CFM) _ X - - - FILTER DIFFERENTIAL PRESSURE (IN-H20) X - - - DUCT STATIC PRESSURE (IN-H20) X - - - FREEZESTAT X - - FIRE ALARM SHUTDOWN X - - SMOKE DETECTOR SHUTDOWN X - - DUCT HIGH PRESSURE LIMIT X EXHAUSTFANS FAN START/STOP X FAN STATUS (CURRENT SWITCH) X NOTES: * DENOTES FULL COMMUNICATION WITH DEVICE VIA COMMUNICATION CARD COORDINATED WITH BMS SYSTEM THIS SCHEDULE SHOWS THE MINIMUM POINTS REQUIRED. PROVIDE ALL POINTS AS REQUIRED FOR THE MECHANICAL EQUIPMENT TO PERFORM THE SEQUENCE OF OPERATIONS. EF 3 EF 4 EA O EA EA O EA CS STR --\ CS STR � BI BUD`POWER BI BUD ��-i POWER TO FAN VFD FOR SHUTDOWN pA TO FAN TO FAN .r VFD FOR VFD FOR 0-3 IN.W.G. RANGE AI SHUTDOWN SHUTDOWN (REFER TO DWGS FOR 1 AFMS LOCATION) POWER}.) I POWER N.C. Al Al Al SD BO DM DPT TS FZ TS SO SPT RA 11O BO DM N.O. AO AI VIA VFD �I N.C. BC ; TU TU Al 1 J. TO REMAINING TS = = POWER SA SA AIR TERMINAL ZONE I�I �UNITS TEMPERATURE .J .- SENSOR (ONE PER EACH TERMINAL UNIT) CONTROLS SCHEMATIC TYPICAL MULTIPLE ZONE VAV AHU SEQUENCE OF OPERATION SEQUENCE OF OPERATION - VARIABLE AIR VOLUME AIR HANDLING UNIT WITH AIR TERMINAL UNITS SUPPLY FANS THE AHU SUPPLY FAN SHALL BE STARTED AND STOPPED BY THE BMS BASED ON AN OCCUPANCY SCHEDULE. THE FAN START SHALL BE SUBJECT TO SAFETIES SUCH AS FREEZESTATS, SMOKE DETECTORS, OVERLOADS, ETC. SUPPLY FAN SPEED SHALL BE BASED ON DUCT STATIC PRESSURE AND SHALL INCORPORATE THE DUCT STATIC RESET SEQUENCE OF OPERATION. OCCUPIED MODE WHEN THE AHU IS IN THE OCCUPIED MODE, THE INTERLOCKED EXHAUST FANS SHALL OPERATE CONTINUOUSLY, THE AHU SUPPLY FAN SPEED SHALL BE MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE AT SET POINT (REFER TO DUCT STATIC PRESSURE RESET SEQUENCE BELOW), THE RETURN AIR AND OUTDOOR AIR DAMPERS SHALL MODULATE TO MAINTAIN THE REQUIRED OUTDOOR AIR FLOW RATE MEASURED BY THE AIRFLOW MONITORING STATION, AND THE CHILLED WATER VALVE SHALL MODULATE TO MAINTAIN THE COOLING COIL DISCHARGE AIR TEMPERATURE, UNOCCUPIED MODE IN THE UNOCCUPIED MODE THE AHU SUPPLY FAN AND INTERLOCKED EXHAUST FANS SHALL BE OFF, THE CHILLED WATER VALVE SHALL BE CLOSED, AND THE OUTSIDE AIR DAMPER SHALL BE CLOSED. IF THE "CRITICAL ZONE" TEMPERATURE SENSOR ("CRITICAL ZONE' TEMPERATURE SENSOR TO BE SELECTED BY OWNER'S REPRESENTATIVE) RISES ABOVE THE UNOCCUPIED TEMPERATURE SET POINT, THE AHU SUPPLY FAN SHALL BE STARTED AND MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE SET POINT, THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, THE INTERLOCKED EXHAUST FANS SHALL REMAIN OFF, AND THE CHILLED WATER VALVE SHALL MODULATE TO MAINTAIN THE COOLING COIL DISCHARGE AIR TEMPERATURE SET POINT. THE TERMINAL UNITS SHALL OPERATE TO ACHIEVE THE UNOCCUPIED ZONE TEMPERATURE SET POINTS AND THE AHU SUPPLY FAN SHALL BE STOPPED WHEN THE "CRITICAL" ROOM TEMPERATURE SET POINT IS ACHIEVED. IF THE "CRITICAL ZONE" TEMPERATURE SENSOR (CRITICAL ZONE TEMPERATURE SENSOR TO BE SELECTED BY OWNER'S REPRESENTATIVE) FALLS BELOW THE UNOCCUPIED TEMPERATURE SET POINT, THE AHU SUPPLY FAN SHALL BE STARTED AND MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE SET POINT, THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, THE INTERLOCKED EXHAUST FANS SHALL REMAIN OFF, AND THE CHILLED WATER VALVE SHALL REMAIN CLOSED. THE TERMINAL UNITS SHALL OPERATE THEIR ELECTRIC HEATERS TO ACHIEVE THE UNOCCUPIED ZONE TEMPERATURE SET POINTS AND THE AHU SUPPLY FAN SHALL BE STOPPED WHEN THE "CRITICAL' ROOM TEMPERATURE SET POINT IS ACHIEVED. IF THE AVERAGE SPACE HUMIDITY RISES ABOVE 60% (USER ADJUSTABLE) DURING THE UNOCCUPIED PERIOD, THE AHU SUPPLY FAN SHALL BE STARTED AND RAMPED UP TO 100% (60 HZ). THE RETURN AIR DAMPER SHALL OPEN FULLY, THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, AND THE CHILLED WATER VALVE SHALL BE MODULATED TO MAINTAIN THE LEAVING COIL TEMPERATURE SET POINT. ONCE THE AVERAGE SPACE HUMIDITY FALLS BELOW 55%THE COOLING COIL SHALL CLOSE AND THE AHU SUPPLY FAN SHALL STOP, DUCT STATIC PRESSURE RESET SUPPLY FAN SPEED CONTROL VIA AIR DUCT STATIC PRESSURE CONTROL - OPTIMIZED: THE CONTROLLER SHALL MEASURE DUCT STATIC PRESSURE AND MODULATE THE SUPPLY FAN VFD SPEED TO MAINTAIN AN OPTIMIZED DUCT STATIC PRESSURE SET POINT. 1. THE INITIAL DUCT STATIC PRESSURE SET POINT SHALL BE 0.751N-H20 (ADJUSTABLE). 2. EACH AHU CONTROLLER SHALL BE NETWORKED WITH ALL ASSOCIATED VAV TERMINAL UNITS TO OBTAIN AIRFLOW REQUESTS. THE STATIC PRESSURE SET POINT SHALL BE RESET BASED ON ZONE AIRFLOW REQUESTS, DERIVED FROM DAMPER POSITION AND MEETING AIRFLOW AND SPACE TEMPERATURE REQUIREMENTS AS DESCRIBED BELOW. 3. WHEN THERE ARE NO ZONE AIRFLOW REQUESTS, (WHEN ALL ZONE DAMPERS ARE THROTTLING CLOSED - BELOW 90% OPEN AND ACTUAUSET POINT AIRFLOW RATIO IS GREATER THAN 95%), THE DUCT 2(ADJUSTABLE) STATIC PRESSURE SET POINT SHALL BE INCREMENTALLY RESET DOWN BY 0.10 IN-H2O AT A FREQUENCY OF 10 MINUTES TO A MINIMUM OF 0.30 IN H 0 0R THE SUPPLY FAN VFD HAS REACHED ITS LOWEST OPERATING SPEED LIMIT. 4. AS AIRFLOW REQUESTS INCREASE, WHEN AT LEAST ONE ZONE DAMPER IS GREATER THAN 99% OPEN AND ACTUAL/SET POINTAIRFLOW RATIO IS LESS THAN 90%AND SPACE TEMPERATURE IS NOT SATISFIED, THE REVERSE SHALL OCCUR AND THE DUCT STATIC PRESSURE SET POINT SHALL INCREMENTALLY RESET UP AT SAME RATE AS ABOVE TO A MAXIMUM OF 1.25IN H2O (ADJUSTABLE). 5. THE SUPPLY FAN VFD MINIMUM SPEED SETTING WITHIN THE VFD ITSELF SHALL BE OPTIMIZED IN THE FIELD DURING SYSTEM BALANCING AND COMMISSIONING TO BE AS LOW AS POSSIBLE WHILE AVOIDING INERTIAL STALLING OF FAN, APPROXIMATELY 5%ABOVE THE FIELD OBSERVED STALL SPEED OF THE FAN OPERATING IN THE SYSTEM. SET POINTS (USER ADJUSTABLE) AHU DISCHARGE AIR TEMPERATURE: 55 DEG F DUCT STATIC PRESSURE SET POINT: TBD DURING TAB OCCUPIED SPACE COOLING TEMPERATURE SET POINT: 75 DEG F OCCUPIED SPACE HEATING TEMPERATURE SET POINT: 72 DEG F CRITICAL ZONE UNOCCUPIED SPACE COOLING SET POINT: 80 DEG F CRITICAL ZONE HEATING UNOCCUPIED SPACE HEATING SET POINT: 60 DEG F 01 TYPICAL MULTIPLE ZONE VARIABLE AIR VOLUME AHU CONTROLS M502 j NOT TO SCALE TYPICAL BCU SEQUENCE OF OPERATION SEQUENCE OF OPERATION - SINGLE -ZONE CONSTANT AIR VOLUME BLOWER COIL UNIT SUPPLY FANS THE SUPPLY FAN SHALL BE ENABLED BY THE BMS BASED ON AN OCCUPANCY SCHEDULE. ONCE ENABLED, THE SUPPLY FAN SHALL BE STARTED AND STOPPED BY THE UNIT CONTROLLER ON A CALL FOR COOLING OR HEATING. FROM THE ZONE TEMPERATURE SENSOR. OCCUPIED MODE ON A CALL FOR COOLING THE BLOWER COIL UNIT FAN SHALL START, THE OUTDOOR AIR DAMPER SHALL OPEN, AND THE COOLING COIL VALVE SHALL MODULATE TO MAINTAIN THE COIL LEAVING AIR TEMPERATURE SET POINT. ONCE THE OCCUPIED SPACE TEMPERATURE COOLING SET POINT IS MET, THE OUTSIDE AIR DAMPER SHALL CLOSE, THE COOLING COIL VALVE SHALL CLOSE, AND THE SUPPLY FAN SHALL STOP. ON A CALL FOR HEATING THE BLOWER COIL UNIT FAN SHALL START, THE OUTDOOR AIR DAMPER SHALL OPEN, AND THE ELECTRIC HEATER SHALL BE STAGED TO MAINTAIN THE HEATER COIL LEAVING AIR TEMPERATURE SET POINT. ONCE THE OCCUPIED SPACE TEMPERATURE HEATING SET POINT IS MET, THE OUTSIDE AIR DAMPER SHALL CLOSE, THE HEATER SHALL BE DISABLED, AND THE SUPPLY FAN SHALL STOP. UNOCCUPIED MODE ON A CALL FOR COOLING THE BLOWER COIL UNIT FAN SHALL START, THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, AND THE COOLING COIL VALVE SHALL MODULATE TO MAINTAIN THE COIL LEAVING AIR TEMPERATURE SET POINT. ONCE THE UNOCCUPIED SPACE TEMPERATURE COOLING SET POINT IS MET, THE COOLING COIL VALVE SHALL CLOSE AND THE SUPPLY FAN SHALL STOP. ON A CALL FOR HEATING THE BLOWER COIL UNIT FAN SHALL START, THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, AND THE ELECTRIC HEATER SHALL BE STAGED TO MAINTAIN THE HEATER COIL LEAVING AIR TEMPERATURE SET POINT. ONCE THE UNOCCUPIED SPACE TEMPERATURE HEATING SET POINT IS MET, THE HEATER SHALL BE DISABLED AND THE SUPPLY FAN SHALL STOP. SET POINTS (USER ADJUSTABLE) BCU COOLING COIL LEAVING AIR TEMPERATURE: 56 DEG F BCU HEATING COIL LEAVING AIR TEMPERATURE: 85 DEG F OCCUPIED SPACE COOLING TEMPERATURE SET POINT: 75 DEG F OCCUPIED SPACE HEATING TEMPERATURE SET POINT: 72 DEG F UNOCCUPIED SPACE COOLING SET POINT: 80 DEG F UNOCCUPIED SPACE HEATING SET POINT: 60 DEG F POWER m m N.C. N.C. U 1 J. ELECTRIC DUCT HEATER POWER CONTROLS SCHEMATIC SA EACH STAGE OF HEAT RTS SPACE TEMPERATURE SENSOR TYPICAL CONTROL POINTS LIST CONTROL POINT INPUT OUTPUT ANALOG BINARY ANALOG BINARY SUPPLY FAN START/STOP X SUPPLY FAN CURRENT SWITCH X MIXED AIR TEMPERATURE (DEG F) X COOLING COIL LEAVING AIR TEMPERATURE (DEG F) X CHILLED WATER VALVE POSITION (% OPEN) X X OUTSIDE AIR DAMPER POSITION (OPEN/CLOSED) X ELECTRIC DUCT HEATER STAGE (ONE PER STAGE) X HEATER LEAVING AIR TEMPERATURE (DEG F) X ZONE TEMPERATURE (DEG F) X - THIS SCHEDULE SHOWS THE MINIMUM POINTS REQUIRED. PROVIDE ALL POINTS AS REQUIRED FOR THE MECHANICAL EQUIPMENT TO PERFORM THE SEQUENCE OF OPERATIONS. TYPICAL SINGLE ZONE CONSTANT AIR VOLUME BCU CONTROLS NOT TO SCALE TYPICAL VAV AHU SEQUENCE OF OPERATION SEQUENCE OF OPERATION - SINGLE -ZONE VARIABLE AIR VOLUME AIR HANDLING UNIT SUPPLY FANS THE SUPPLY FAN SHALL BE STARTED AND STOPPED BY THE BMS BASED ON AN OCCUPANCY SCHEDULE, THE FAN START SHALL BE SUBJECT TO SAFETIES SUCH AS FREEZESTATS, SMOKE DETECTORS, OVERLOADS, ETC. OCCUPIED MODE IN THE OCCUPIED MODE THE AHU SUPPLY FAN AND INTERLOCKED EXHAUST FANS SHALL OPERATE CONTINUOUSLY, THE RETURN AIR DAMPER AND OUTDOOR AIR DAMPER SHALL MODULATE TO MAINTAIN THE REQUIRED OUTDOOR AIRFLOW, AND EITHER THE CHILLED WATER VALVE SHALL MODULATED OR THE ELECTRIC HEATER SHALL BE STAGED TO MAINTAIN THE REQUIRED DISCHARGE AIR TEMPERATURE. THE SUPPLY FAN SPEED SHALL BE MODULATED TO MAINTAIN THE ROOM TEMPERATURE AT THE COOLING SET POINT (USER ADJUSTABLE). THE FAN SPEED SHALL BE MODULATED FROM A MINIMUM OF 30% (18 HZ) TO A MAXIMUM OF 100% (60 HZ). ONCE THE FAN SPEED FALLS TO THE MINIMUM AND THE SPACE TEMPERATURE CONTINUES TO FALL THE SUPPLY AIR SET POINT SHALL BE RESET TO MAINTAIN THE ROOM TEMPERATURE AT THE HEATING SET POINT (USER ADJUSTABLE). THE CHILLED WATER VALVE SHALL BE CLOSED AND THE ELECTRIC DUCT HEATER SHALL BE STAGED TO MAINTAIN THE HEATING DISCHARGE TEMPERATURE (USER ADJUSTABLE). UNOCCUPIED MODE IN THE UNOCCUPIED MODE THE AHU SUPPLY FAN SHALL OPERATE ONLY ON A CALL FOR COOLING OR HEATING AND THE INTERLOCKED EXHAUST FANS SHALL REMAIN OFF. ON A CALL FOR COOLING THE SUPPLY FAN SHALL BE STARTED AND RAMPED UP TO 100% (60 HZ). THE RETURN AIR DAMPER SHALL OPEN FULLY AND THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED. THE CHILLED WATER VALVE SHALL BE MODULATED TO MAINTAIN THE LEAVING COIL TEMPERATURE SET POINT. ONCE THE UNOCCUPIED SPACE TEMPERATURE SET POINT IS ACHIEVED THE COOLING COIL SHALL CLOSE AND THE SUPPLY FAN SHALL STOP. ON A CALL FOR HEATING THE SUPPLY FAN SHALL BE STARTED AND RAMPED UP TO THE MINIMUM FLOW 30% (18 HZ). THE RETURN AIR DAMPER SHALL OPEN FULLY AND THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED. THE HEATER SHALL BE STAGED TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SET POINT. ONCE THE UNOCCUPIED SPACE TEMPERATURE SET POINT IS ACHIEVED THE HEATER SHALL BE DISABLED AND THE SUPPLY FAN SHALL STOP. UNOCCUPIED MODE - HUMIDITY CONTROL IF THE ROOM HUMIDITY RISES THE UNOCCUPIED MAXIMUM SPACE RELATIVE HUMIDITY SET POINT DURING THE UNOCCUPIED PERIOD, THE SUPPLY FAN SHALL BE STARTED AND RAMPED UP TO 100% (60 HZ). THE RETURN AIR DAMPER SHALL OPEN FULLY, THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, AND THE CHILLED WATER VALVE SHALL BE MODULATED TO MAINTAIN THE LEAVING COIL TEMPERATURE SET POINT. ONCE THE SPACE HUMIDITY FALLS BELOW 55% THE COOLING COIL SHALL CLOSE AND THE SUPPLY FAN SHALL STOP. SET POINTS (USER ADJUSTABLE) AHU DISCHARGE AIR TEMPERATURE: 55 DEG F OCCUPIED SPACE COOLING TEMPERATURE SET POINT: 75 DEG F OCCUPIED SPACE HEATING TEMPERATURE SET POINT: 72 DEG F UNOCCUPIED SPACE COOLING SET POINT: 80 DEG F UNOCCUPIED SPACE HEATING SET POINT: 60 DEG F UNOCCUPIED MAXIMUM SPACE RELATIVE HUMIDITY: 60% TO FAN CA VFD FOR SHUTDOWN AI POWER ! N.C. C71 M AI TS HS COMBINATION ZONE TEMPERATURE/HUMIDITY SENSOR (ONE PER ZONE) Mai TO FAN VFD FOR SHUTDOWN 90hyM i n VFD .1 -L TO FAN VFD FOR SHUTDOWN POWER CONTROLS SCHEMATIC ELECTRIC DUCT HEATER EACH STAGE OF HEAT SA AIR HANDLING UNITS AHU MARK Al AZ A3 AH 5 INTERLOCKED EXHAUSTFANS N/A N/A N/A N/A TYPICAL CONTROL POINTS LIST CONTROL POINT INPUT I OUTPUT ANALOG I BINARY JANALOG1 BINARY SUPPLY FAN MOTOR VARIABLE SPEED DRIVE* START/STOP MOTOR CURRENT DRAW (AMPS) MOTOR SPEED (HZ) MOTOR SPEED SET POINT (HZ) BMS COMMUNICATION CARD X X - X - - X MIXED AIR TEMPERATURE (DEG F) X - COOLING COIL LEAVING AIR TEMPERATURE (DEG F) X - CHILLED WATER VALVE POSITION (% OPEN) X - X OUTSIDE AIR DAMPER POSITION (% OPEN) X - X RETURN AIR DAMPER POSITION (% OPEN) X - X AIR FLOW MEASURING STATION (CFM) X - - FILTER DIFFERENTIAL PRESSURE (IN-H20) X - - FREEZESTAT X - FIRE ALARM SHUTDOWN X - SMOKE DETECTOR SHUTDOWN X - ZONETEMPERATURE(DEGF) X ZONE TEMPERATURE SET POINT (DEG F) X ZONE RELATIVE HUMIDITY (%) X ELECTRIC DUCT HEATER STAGE (ONE PER STAGE) X HEATER LEAVING AIR TEMPERATURE (DEG F) X NOTES: * DENOTES FULL COMMUNICATION WITH DEVICE VIA COMMUNICATION CARD COORDINATED WITH BMS SYSTEM THIS SCHEDULE SHOWS THE MINIMUM POINTS REQUIRED. PROVIDE ALL POINTS AS REQUIRED FOR THE MECHANICAL EQUIPMENT TO PERFORM THE SEQUENCE OF OPERATIONS. TYPICAL SINGLE ZONE VARIABLE AIR VOLUME AHU CONTROLS NOT TO SCALE Sims Wilkerson Cartie Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o OARl A Rll M1ERS(1A,1 L 41167 0611e1 L=R,P1_5969 o MWS IFITT P0.77010 • I6PP A MZ AL\N 21 63629 O SAAILLI 1L LL L\ ,M R PA 11412 14001 NJ r C) N 0 1 ^W L.1 O ILL W D U) U) J U_ Z LLI G 1 V J O L.L Z O U U . Y Y . U) U ICU 0 J _O i O > O U U o a) U a) 5 U L) J Q J vJ � vJ 4" 4" 3" 1-1/2" VIM - 3" VMI 411 Rio AHU 1 95 GPM REFER TO AHU SEQUENCES FOR VALVE CONTROL (TYP) 3" AHU 2 95 GPM 3/4" BCU 1 2 GPM 2-1/2" AHU 8 63 GPM 1-1/4" AHU 3 11 GPM 1-114" AHU 5 12 GPM 2" AHU 4 43 GPM 1-114" AHU 6 12 GPM 1-14' VM AHU 7 8 GPM REFER TO AHU SEQUENCES FOR VALVE CONTROL (TYP) O 6" AS p GiY 314" �1 CHEMICAL SHOT FEEDER a 00 w w a w w VFD 3/4" SECONDARY LOOP HX LEAVING CHWTEMP Of TS L SECONDARY LOOP HX ENTERING CHW TEMP L HX 1 C©� BMS COMMUNICATION COORDINATION REFERENCE NOTES THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE COMMUNICATION CARDS O BALL VALVE WITH HOSE END CONNECTION WITH CAP AND CHAIN REQUIRED FOR THE FOLLOWING PIECES OF EQUIPMENT WHICH WILL PROVIDE FULLY OPEN COMMUNICATION, MONITORING, AND EDITING CAPABILITIES THROUGH THE BMS. O FIELD -ROUTED TO EXTERIOR AND TERMINATED 12" ABOVE GRADE O INSTALL CHILLER FLOW SWITCH IN PIPING IF IT IS NOT FACTORY INSTALLED 1. VFD'S 2. CHILLER CONTROLLERS 4 O SET PRIMARY CHILLED WATER PRESSURE REGULATING VALVE TO 20 PSI O SET PRIMARY CHILLED WATER PRESSURE RELIEF VALVE AT 50 PSI © SET SECONDARY CHILLED WATER PRESSURE REGULATING VALVE TO 20 PSI O SET SECONDARY CHILLED WATER PRESSURE RELIEF VALVE AT 50 PSI O DIFFERENTIAL PRESSURE TRANSMITTER FOR SECONDARY PUMP CONTROL O9 6" TAP AND ISOLATION VALVE WITH BLIND FLANGE FOR FUTURE EXPANSION PRIMARY LOOP HX LEAVING CHW TEMP r CHW/HXDIVERTING VALVE F1 V M 1� AS O Al U 6" PRIMARY LOOP HX ENTERING CHW TEMP O O Al O FM I 3/4" L AMPS AI SPEED ADJ AO � SPEED AI 3/4" HW H� 1 P II CHEMICAL SHOT FEEDER �H (D �1O 4� —-----------------6„ � ------------------ ------------------ ----- I II I I BALANCING VALVE (TYP) it II � -- 6" FUTURE 1--�®� ��I - ICE ICE i-- r JI STORAGE STORAGE --------- 4" (TYP) 4" (TYP) ---------- FUTURE -- (pICE T III--��----�--i ICE H-1--�®I--��I-�I ® STORAGE STORAGE 6"� II I �L -- - FUICERE -r__- 1®r- CE I STORAGE 1 ® STORAGE t--------- I II ---------- I I ----L- FUICURE ICE T --1--®��1f- ® STORAGE III STORAGE I __ FUTURE ICE-I- -1r---- - 1 ICE STORAGE STORAGE --------- ---------- FUTURE __ �I ICE l--��----�- ICE � I - i �® STORAGE STORAGE I 1 -------- II li FUTURE -,- 6" ICE �ICESTORAGE 6" r STORAGE FUTURE Al T ICE ICE INVENTORY METER ICE TANKS LEAVIG Al N TEMPERATURE PIP, 1 6„ CHILLER/ICE STORAGE MIXING VALVE LEAVING TEMPERATURE L TS Al CHILLER/ICE STORAGE MIXING VALVE CHILLED WATER CONTROL SCHEMATIC NOT TO SCALE O C©; O -1" BACKFLOW PREVENTER r-- -----I TO NEW PIPE f CONNECTION AT BATHROOM TO BE PROVIDED AND INSTALLED BY V. MECHANICAL CONTRACTOR I J—I I Z rl I r/ 1 r"L-4 AMPS All AMPS -A Al j �i ICI SPEED ADJ AO SPEED ADJ -4 AO) � IN4 y y SPEED A SPEED--1�A _ ilrhl--3 �L I HW CHWP 2P 3P ll FUTURE IL _ — — 6„ CHILLER ISOLATION VALVE CH BI AO Al BO 1 O 3 CHILLER FS BO Al CONTROLLER n YY VM ffl L-�OPT O AI 1/2" EVAPORATOR DIFF PRESS CHILLER ISOLATION VALVE z CH BI AO Al BO 2 o 3 CHILLER FS BO AI CONTROLLER VM 6" - OPT O� AI EVAPORATOR DIFF PRESS 1/2" 1 CH BI AO Al BO o o CHILLER FS BO AI CONTROLLER VM -T --I-- -I - 4 -T T_-------I' 1 I I I AI FUTURE L CHILLER CHWS TEMP Al All Sims Wilkerson Cartic Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o GAM A. IYI KERSON, Y.L.43167 o KY11, J C,kRMR 1,L 3269 oADAAMS.t %m T_Pt. 77m6 •TFFP MKNL1\, PP!. 65629 o %Tl 1LL%AV) RP.E. 554J2 14001 K I Rh G ; 0 TE OF OP: Z FLOR C9 IYI U � z 4-0 r N W 0 J C ILL 0 �+ �+ C .O L C V c J U U O U ai � DC U W Z J J w O V l y V J OLO o 0 w CO co NT O WATER -SIDE CONTROLS POINTS LIST CONTROL POINT I INPUT OUTPUT ANALOG I BINARY ANALOG BINARY CHILLERS CHILLER CONTROLLER* START/STOP CURRENT DRAW (AMPS) ALARMS LEAVING WATER TEMPERATURE SET POINT (DEG F) BMS COMMUNICATION CARD X X X X LEAVING WATER TEMPERATURE (DEG F) X ENTERING WATER TEMPERATURE (DEG F) X EVAPORATOR DIFFERENTIAL PRESSURE (FT-H20) X CHILLER ISOLATION VALVE X X PRIMARY LOOP CHILLED WATER PUMPS PUMP MOTOR VARIABLE SPEED DRIVE* CURRENT DRAW (AMPS) MOTOR SPEED (HZ) BMS COMMUNICATION CARD X X X SECONDARY LOOP CHILLED WATER PUMPS PUMP MOTOR VARIABLE SPEED DRIVE* CURRENT DRAW (AMPS) MOTOR SPEED (HZ) BMS COMMUNICATION CARD X - - X - X DIFFERENTIAL PRESSURE TRANSMITTER (FT-H20) X - ICE STORAGE ICE INVENTORY METER X - ICE TANKS LEAVING WATER TEMPERATURE X - CHILLER/ICE STORAGE MIXING VALVE POSITION (%) - X CHILLER/ICE MIXING VALVE LEAVING TEMP (DEG F) X - - HEAT EXCHANGER PRIMARY LOOP ENTERING WATER TEMP (DEG F) X - - PRIMARY LOOP LEAVING WATER TEMP (DEG F) X - - SECONDARY LOOP ENTERING WATER TEMP (DEG F) X - - SECONDARY LOOP LEAVING WATER TEMP (DEG F) X - - HEAT EXCHANGER DIVERTING VALVE POSITION (%) - - X GLYCOL MANAGEMENT SYSTEM LOW PRESSURE ALARM - X - - ADD FLUID ALARM - X - - LOW FLUID ALARM - X - - HIGH FLUID ALARM - X - - MAKE-UP WATER PRIMARY LOOP MAKE-UP WATER FLOW RATE (GPM) X SECONDARY LOOP MAKE-UP WATER FLOW RATE (GPM) X NOTES: * DENOTES FULL COMMUNICATION WITH DEVICE VIA COMMUNICATION CARD COORDINATED WITH BMS SYSTEM THIS SCHEDULE SHOWS THE MINIMUM POINTS REQUIRED, PROVIDE ALL POINTS AS REQUIRED FOR THE MECHANICAL EQUIPMENT TO PERFORM THE SEQUENCE OF OPERATIONS. MISC CONTROLS POINTS LIST CONTROL POIN I INPUT OUTPUT ANALOG I BINARY ANALOG BINARY GENERAL OUTSIDE AIR TEMPERATURE X ICE ENHANCED AIR-COOLED CHILLER PLANT ICE ON PIPE INTERNAL MELT SEQUENCE OF OPERATIONS SYSTEM GENERAL DESCRIPTIONS A. THE FOLLOWING SECTIONS LAYOUT THE PERFORMANCE -BASED SEQUENCES OF OPERATION, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS AND EQUIPMENT AND PERFORMING ALL LABOR REQUIRED TO PROVIDE A COMPLETE AND OPERABLE SYSTEM MEETING THE INTENT OF THE SEQUENCES LISTED IN THESE CONTRACT DOCUMENTS. B. IN GENERAL, THE NEW ICE ENHANCED AIR-COOLED CHILLER PLANT CONSISTS OF THE FOLLOWING: 1. TWO (2) REDUNDANT NOMINAL 170-TON AIR-COOLED CHILLERS WITH SPACE ALLOCATED FOR A FUTURE 3RD CHILLER 2. SEVEN (7) ICE STORAGE TANKS WITH INVENTORY METER AND SPACE ALLOCATED FOR SEVEN (7) FUTURE TANKS 3. GLYCOL PRIMARY LOOP WITH PACKAGED GLYCOL MANAGEMENT SYSTEM 4. PRIMARY PUMPS: a, TWO (2) REDUNDANT PUMPS HEADERED TOGETHER WITH SPACE ALLOCATED FOR A FUTURE 3RD PUMP b. THE PRIMARY LOOP SHALL BE VARIABLE VOLUME BASED ON THE WATER TEMPERATURE LEAVING THE SECONDARY SIDE OF THE HEATEXCHANGER c. THE PRIMARY PUMPS SHALL BE CONTROLLED BY VFUS WITH HIGH AND LOW LIMITS SET DURING THE TEST AND BALANCE. d. A THREE-WAY VALVE WILL DIVERT CHILLED WATER FROM THE HEAT EXCHANGER WHEN THE FLOW IS AT THE LOW LIMIT AND THE SECONDARY LEAVING WATER TEMPERATURE DROPS BELOW SET POINT. 5. SECONDARY PUMPS: a. TWO (2) REDUNDANT PUMPS HEADERED TOGETHER WITH SPACE ALLOCATED FOR A FUTURE 3RD PUMP b. SECONDARY LOOP SHALL BE VARIABLE VOLUME c. SECONDARY PUMPS SHALL BE CONTROLLED BY VFD'S (SPEED BASED ON DIFFERENTIAL PRESSURE 6.ONE (1) HEAT EXCHANGER TO SEPARATE THE PRIMARY LOOP FROM THE SECONDARY LOOP 7. NEW BUILDING MANAGEMENT SYSTEM (BMS) UUN I KUL CHILLER/ICE PLANT CONTROL ENABLE A. THE BMS SHALL ENABLE THE SYSTEM VIA CALENDAR SCHEDULING AND OPERATING STRATEGY OF LOAD SHIFT AS DETERMINED BY THE CHILLER/ICE PLANT CONTROL (CIPC) OR THE COOLING MODE ON A CALL FOR OPTIMAL START, NIGHT SETBACK OR TIMED OVERRIDE OPERATION OF ANY SYSTEM AIR HANDLING UNIT, THE CIPC SHALL DETERMINE THE APPROPRIATE STARTUP MODE. CHILLER/ICE PLANT SEQUENCING A. THE CHILLER/ICE PLANT CONTROL APPLICATION SHALL ENABLE THE CHILLERS, PUMPS, VALVES, BASED UPON SYSTEM LOAD, ON/OFF PEAK SCHEDULE, MODE OF OPERATION, AND OPERATING CONDITIONS. B. THE CHILLERS UNIT CONTROL FLOW REQUEST BINARY OUTPUT(S) SHALL CONTROL THE OPERATION OF THE UNIT EVAPORATOR PUMP AND CALL FOR FLOW WHEN THE CHILLER IS ENABLED. CHILLER ADD/SUBTRACT A. THE CIPC SHALL UNLOAD ALL OPERATING CHILLERS PRIOR TO ADDING A CHILLER TO PREVENT FLOW DISTURBANCES CAUSED BY OPENING ISOLATION VALVE FROM AFFECTING CHILLER OPERATION AND ALLOW PUMP CONTROL TIME TO REACT AS REQUIRED. FOLLOWING ADDITIONAL CHILLER OPERATION ALL CHILLERS SHALL BE ALLOWED TO RELOAD, CHILLER/ICE PLANT STRATEGY A. WHEN ENABLED THE CHILLER/ICE PLANT CONTROL SHALL CONTROL COOLING AND/OR ICE CHARGING OR MELTING AS DETERMINED BY THE ICE STRATEGY (ADJUSTABLE). B. LOAD SHIFT: THE CHILLER PLANT CONTROL SYSTEM SHALL USE ICE STORAGE AND ASSOCIATED CONTROL SYSTEM TO MINIMIZE THE RECORDED ON -PEAK ELECTRIC CONSUMPTION (LOAD SHIFTING) OF THE FACILITY AND MANAGE COMPLETELY DEPLETING THE ICE STORAGE THERMAL STORAGE CAPACITY AS EFFICIENTLY AS POSSIBLE WITHIN THE DESIGNED MELTTIME PERIOD. MODES A. CHILLER ONLY MODE: ON A CALL FOR COOLING FROM THE BMS, AIR HANDLING UNITS AND SECONDARY PUMPS SHALL START AND OPERATE PER THEIR SEQUENCE OF OPERATION. THE HEAT EXCHANGER BYPASS VALVE SHALL BE MODULATED WHEN REQUIRED TO MAINTAIN THE MINIMUM OPERATING FLOW THROUGH THE CHILLER EVAPORATOR, THE THERMAL STORAGE VALVE SHALL FULLY BYPASS THE THERMAL STORAGE TANKS, THE CHILLER AND PRIMARY CHILLED WATER PUMPS SHALL BE ENABLED AND OPERATE PER THEIR SEQUENCE OF OPERATION. B. TANK DISCHARGE ONLY MODE : ON A CALL FOR COOLING FROM THE BMS, AIR HANDLING UNITS AND SECONDARY PUMPS SHALL START AND OPERATE PER THEIR SEQUENCE OF OPERATION. THE CHILLERS SHALL BE DISABLED, THE CHILLER PLANT VALVES SHALL BE MODULATED TO USE STORAGE ICE TO SUPPLY THE HEAT EXCHANGER. THE PRIMARY PUMPS SHALL BE MODULATED TO MAINTAIN THE SECONDARY LOOP HEAT EXCHANGER LEAVING WATER TEMPERATURE OF 42.0 DEG F (ADJUSTABLE). THE HEAT EXCHANGER BYPASS VALVE SHALL NOT ALLOW ANY WATER FROM THE TANKS TO BYPASS THE HEAT EXCHANGER. IF INDICATIONS ARE THAT ICE MAY BE RUNNING OUT PRIOR TO THE END OF THE ON -PEAK PERIOD AN ALARM SHALL BE GENERATED AND SIMULTANEOUS CHILLER COOLING AND ICE TANK DISCHARGE SHALL BE ENABLED. C. SIMULTANEOUS CHILLER & TANK DISCHARGE MODE :ON A CALL FOR COOLING FROM THE BMS, AIR HANDLING UNITS AND SECONDARY PUMPS SHALL START AND OPERATE PER THEIR SEQUENCE OF OPERATION. THE BMS SHALL ENABLE BOTH CHILLER AND ICE TANK DISCHARGE CONTROL, THE SYSTEM PUMPS SHALL BE ENABLED IF NOT ALREADY ENABLED, AND THE ICE TANK MIXING VALVE SHALL MODULATE TO MAINTAIN THE SECONDARY LOOP HEAT EXCHANGER LEAVING WATER TEMPERATURE OF 42.0 DEG. F (ADJUSTABLE). THE BMS SHALL LIMIT THE CHILLER CAPACITY TO MEET THE LOAD SHIFT STRATEGY, IF THE ICE TANK SUPPLY TEMPERATURE REACHES ITS HIGH LIMIT THEN THE VALVE SHALL BYPASS THE ICE STORAGE TANKS AND AN ALARM SHALL BE GENERATED. D. MAKE ICE MODE: WHEN BUILDING COOLING IS NOT REQUIRED THE ICE MAKING DIVERTING VALVE SHALL BYPASS THE HEAT EXCHANGER. THE THERMAL STORAGE TANK VALVE SHALL MODULATE TO FULL FLOW THROUGH THE TANKS, THE PUMPS SHALL BE ENABLED IF NOT ALREADY ENABLED, THE VFD SET TO ICE -MAKING GPM, AND ONCE CHILLER FLOW IS PROVEN THE CHILLER SHALL BE ENABLED IN ITS ICE MAKING MODE. NOTE: PROVISIONS SHALL BE MADE TO ALLOW TANK CHARGING PAST THE SUPER COOLING STATE DURING THE INITIAL 2 HOURS (ADJUSTABLE). AS WITH MOST GLYCOL APPLICATIONS THE LOW EVAPORATOR REFRIGERANT TEMPERATURE CUTOUT SET POINT MAY NEED TO BE SET TO 0.0 DEG F. THE CHILLER SHALL OPERATE IN THE ICE MAKING MODE UNTIL THE ICE MAKING PERIOD EXPIRES OR THE RETURN TEMPERATURE FROM THE ICE TANK(S) DROPS BELOW 27.0 DEG F (ADJUSTABLE) INDICATING THE TANKS ARE FULLY CHARGED, UPON A CALL FOR BUILDING COOLING DURING THE ICE MAKING MODE THE CONTROL SHALL SWITCH TO SIMULTANEOUS CHILLER AND ICE MODE. E. MAKE ICE AND COOL MODE : ON A CALL FOR COOLING DURING THE ICE MAKING MODE, THE BMS SHALL START THE AIR HANDLING UNITS AND SECONDARY PUMPS AND THEY SHALL OPERATE PER THEIR SEQUENCE OF OPERATION AND CONTROL THE HEAT EXCHANGER DIVERTING VALVE TO CONTROL THE SECONDARY LOOP SUPPLY TEMPERATURE. THE ICE TANK MIXING VALVE SHALL MODULATE TO FULL FLOW THROUGH THE TANKS, THE PUMPS SHALL BE ENABLED, AND THE CHILLER SHALL BE ENABLED IN THE ICE MAKING AND COOL MODE. IF THE ICE MAKING MODE ENDS PRIOR TO FULL CHARGE OF THERMAL STORAGE TANKS AN ALARM SHALL BE GENERATED AND THE CHILLER SHALL CONTINUE TO RUN. IF DURING THIS MODE NO FURTHER BUILDING COOLING IS REQUIRED THE MODE SHALL SWITCH BACK TO ICE MAKING ONLY MODE, IF BOTH THE ICE MAKING HAS COMPLETED AND THERE IS NO CALL FOR BUILDING COOLING THE SYSTEM SHALL SWITCH TO THE OFF MODE. F. OFF MODE (AUTO/STANDBY) : WHEN BUILDING COOLING IS NOT REQUIRED, AND OTHER MODES HAVE BEEN SATISFIED THE BMS SHALL DISABLE THE CHILLER PLANT. AFTER 5 MINUTES (ADJUSTABLE) OFF DELAY THE PUMPS SHALL BE DISABLED, ALL BUILDING EQUIPMENT VALVES SHALL CLOSE, THE ICE TANK MIXING VALVE SHALL BYPASS THE TANKS, THE HEAT EXCHANGER DIVERTING VALVE SHALL BYPASS THE HEAT EXCHANGER TO ALLOW FULL FLOW TO THE CHILLERS. CHILLED WATER SYSTEM ENABLE/DISABLE A. THE CHILLED WATER SYSTEM SHALL BE ENABLED ON A CONTACT CLOSURE FROM THE CHILLER. WHEN ENABLED, THE BMS CONTROLLER SHALL POSITION THE CONTROL VALVES AND ISOLATION VALVES TO SUPPORT THE SELECTED MODE; THE LEAD PRIMARY PUMP IS ENABLED AND AFTER ALL STATUSES ARE PROVEN THE LEAD CHILLER IS ENABLED. WHEN THE CHILLED WATER SYSTEM IS DISABLED, THE CHILLED WATER PUMPS SHALL BE OFF UNLESS REQUESTED BY THE CHILLER. CHILLER ISOLATION VALVES A. CHILLER ISOLATION VALVES SHALL PREVENT THE FLOW OF WATER THROUGH NON -OPERATING CHILLERS. CHILLER EVAPORATOR WATER PUMP OPERATION SHALL BE COORDINATED WITH THE ISOLATION VALVE OPERATION. PRIMARY CHILLED WATER PUMPS A. PUMP START/STOP: THE CHILLER SHALL START A PRIMARY CHILLED WATER PUMP THROUGH A CONTACT CLOSURE OF THE PUMP'S VFD RUN -ENABLE CONTACTS. B. PUMP STATUS: THE BMS CONTROLLER SHALL DETECT THE PUMP RUN STATUS VIA THE VFD CURRENT DRAW. C. PUMP LEAD/LAG: THE PUMP LEAD/LAG SEQUENCE SHALL BE DETERMINED AUTOMATICALLY BASED ON A DAILY SCHEDULE, FROM THE BMS AN OPERATOR SHALL BE ABLE TO MANUALLY CHANGE THE LEAD/LAG ROTATION SEQUENCE. D. PUMP FAILURE: IF THE PUMP IS ENABLED AND THE VFD CURRENT DRAW INDICATES THE MOTOR IS NOT OPERATING FOR MORE THAN 15 SECONDS (ADJUSTABLE), THE BMS CONTROLLER SHALL ANNUNCIATE A CHILLED WATER PUMP FAILURE ALARM TO THE BMS WORKSTATION, START THE NEXT PUMP IN THE SEQUENCE AND DISABLE THE LEAD/LAG FUNCTIONALITY. AFTER THE ALARM IS ACKNOWLEDGED, THE OPERATOR SHALL BE ABLE TO RESET THE CONTROLLER ALARM FAILURE FROM THE BMS. E. PUMP SPEED: 1. COOLING ONLY MODE: THE BMS CONTROLLER SHALL CALCULATE THE CHILLED WATER FLOW RATE THROUGH THE CHILLER BASED ON THE EVAPORATOR DIFFERENTIAL PRESSURE. THE FLOW RATE WILL BE ALLOWED TO VARY BETWEEN THE CHILLER MANUFACTURER'S RECOMMENDED LOW LIMIT AND THE SCHEDULED FLOW RATE BASED ON THE ABILITY TO SATISFY THE SECONDARY LOOP'S HEAT EXCHANGER LEAVING WATER TEMPERATURE. 2. TANK DISCHARGE ONLY MODE: THE FLOW RATE WILL BE ALLOWED TO VARY BETWEEN THE CHILLERS SCHEDULED FLOW RATE AND THE VFUS LOW LIMIT BASED ON THE ABILITY TO SATISFY THE SECONDARY LOOP'S HEAT EXCHANGER LEAVING WATER TEMPERATURE, 3. SIMULTANEOUS CHILLER AND TANK DISCHARGE MODE: THE PUMPS SHALL OPERATE AT THE SCHEDULED VALUE (CONSTANT SPEED) 4. MAKE ICE MODE:THE PUMPS SHALL OPERATE AT THE SCHEDULED VALUE (CONSTANT SPEED) 5. MAKE ICE AND COOL MODETHE PUMPS SHALL OPERATE AT THE SCHEDULED VALUE (CONSTANT SPEED) 6. OFF MODE: THE PUMPS SHALL BE OFF SECONDARY CHILLED WATER PUMPS A. START/STOP: THE BMS CONTROLLER SHALL START A SECONDARY CHILLED WATER PUMP THROUGH A CONTACT CLOSURE OF THE PUMP'S VFD RUN -ENABLE CONTACTS. B. PUMP STATUS: THE BMS CONTROLLER SHALL DETECT THE PUMP RUN STATUS VIA THE VFD CURRENT DRAW. C. PUMP LEAD/LAG: THE PUMP LEAD/LAG SEQUENCE SHALL BE DETERMINED AUTOMATICALLY BASED ON A DAILY SCHEDULE. FROM THE BMS AN OPERATOR SHALL BE ABLE TO MANUALLY CHANGE THE LEADILAG ROTATION SEQUENCE. D. PUMP FAILURE: IF THE PUMP IS ENABLED AND THE VFD CURRENT DRAW INDICATES THE MOTOR IS NOT OPERATING FOR MORE THAN 15 SECONDS (ADJUSTABLE), THE BMS CONTROLLER SHALL ANNUNCIATE A CHILLED WATER PUMP FAILURE ALARM TO THE BMS WORKSTATION, START THE NEXT PUMP IN THE SEQUENCE AND DISABLE THE LEADILAG FUNCTIONALITY. AFTER THE ALARM IS ACKNOWLEDGED, THE OPERATOR SHALL BE ABLE TO RESET THE CONTROLLER ALARM FAILURE FROM THE BMS. E. PUMP SPEED: WHEN ENABLED, THE VFD SPEED SHALL BE MODULATED TO MAINTAIN THE SECONDARY LOOP'S DIFFERENTIAL PRESSURE SENSOR AT 10.0 PSIG (ADJUSTABLE). F. SAFETIES: DURING THE CONTROL SETUP THE PUMP VFD'S SHALL HAVE HIGH LIMITS SET AT THE SPEED REQUIRED TO PROVIDE THE SCHEDULED FLOW RATE WHEN ALL AHU VALVES ARE OPEN TO 90%AND THE LOW LIMIT SHALL BE SET AT THE VFD MANUFACTURER'S RECOMMENDED VALUE. HEAT EXCHANGER CONTROL HEAT EXCHANGER CONTROL A. ON A CALL FOR COOLING THE HEAT EXCHANGER DIVERTING VALVE SHALL MODULATE TO MAINTAIN THE SECONDARY SIDE LEAVING WATER TEMPERATURE SET POINT. THE HEAT EXCHANGER LEAVING TEMPERATURE OF CHILLED WATER PRODUCTION SIDE SHALL BE MONITORED AND THE HEAT EXCHANGER MIXING VALVE SHALL BE MODULATED TO AVOID FREEZING THE HEAT EXCHANGER. IF THE SUPPLY TEMPERATURE LEAVING THE HEAT EXCHANGER ON THE LOAD SIDE DOES NOT INCREASE BY 1.0 DEG F IN 30 SECONDS THE CHILLER PUMP SHALL BE STOPPED AND THE DISTRIBUTION (LOAD) PUMP SHALL CONTINUE TO RUN. DURING MAKE ICE MODE AND OFF MODE THE HEAT EXCHANGER DIVERTING VALVE SHALL BYPASS THE HEAT EXCHANGER. GLt UUL IVIANAI UVIG\ I GLYCOL MANAGEMENT UNIT A. THE SELF-CONTAINED GLYCOL MANAGEMENT SYSTEM SHALL BE MONITORED BY THE BMS AND ALARM SHALL BE ANNUNCIATED WHEN ANY OF THE ALARMS IS ACTIVATED. B. GLYCOL MANAGEMENT SYSTEM ALARM POINTS 1. GLYCOL LOW PRESSURE ALARM 2, GLYCOL ADD FLUID ALARM 3. GLYCOL LOW FLUID/POWER LOSS ALARM 4. GLYCOL HIGH FLUID ALARM Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO.6106 * GARY A. ME.F SON, P.E. 43167 * LIZ 1. CA Mk P.F- 53469 o ,4O,1645, US4 . P.E. 77010 • IEFF A. FIIRti \, PE. 65629 o SAhNEi R.A X.Y EP,P.E. 554i 14001 Y v :n z (� < L 0) _® U 0J � LjL O Uj cn C I cn o > o Fes- U o U � U u� U w Z J Q J (1 p > w U -.r -1✓ U) = W O In LjL o N 0 w O ( IY J V1 t 9�31 BAR JOIST '- ims wukerson Cart er y^"" eerin C CLAMP incoT� ITpmat 6 SUPPORTANGLEc} �17C�C)" TYP 1tfr1 2 -__ 12"x22" Sims Wilkerson Cartier 3 3 Engineering, Inc. CLAMP AND ALL -THREAD ROD 7 12124 High Tech Avenue - Suite. TO EQUIPMENT 7 ° 2 10 ° 2 200 Orlando, Florida 32817 80-0400 FAX 8" :22"x22" CLAMP AND ALL -THREAD ROD(407) CERT. OF AUTH. NO.61060 FL. TO EQUIPMENT 9 i �" 9tiiA�aau�i�ON's143167 (ALTERNATE LOCATION) 8 i q 8 48 au�ms TF%IT,IP O a r.R�v. r.I esbz" • IEhT, O9dNfL1EL R. AIJ�A]DEe. P.f 55;22 14001 5 EQUIPMENT SUPPORT ATTACHMENT , - CEILING 1 CEILING NOTES: 5 1 M601 NOT TO SCALE rm�n O SUSPENDED CEILING. SQUARE CEILING AIR DEVICE SQUARE CEILING AIR DEVICE (ALTERNATE CONNECTION) 1 t I I I I O2 ACOUSTIC BOOT FABRICATED FROM 1-1/2" DUCTBOARD. OPEN WEB METAL �.�` y P KIRky 3O CONNECTION FLANGE AND CLIP ANGLES PER SMACNA DUCT CONSTRUCTION STANDARDS. JOIST (TYPICAL) 5 3 5 3 : `���•'' ENS '�' OSUPPORT BOOT SEPARATE FROM CEILING GRID, MINIMUM TWO SUPPORT MEMBERS RIGIDLY 4 4 (V \G SECURED TO BOOT REQUIRED. #10014" SELF 1 ° ° = P1 V� TAPPING CADMIUM 2 2 - L - PLATED SHEET - OF w _ O5 AIR DEVICE SECURED TO BOOT, REFER TO SCHEDULE FOR TYPE. METAL SCREWS J J L O6 CONTINUED AND SECURED TO STRUCTURE ABOVE. L.. �� O \ FSSIONPJ' MAIN AIR ACOUOSTIC RETURN AIR DUCT BOOT CEILING 1 CEILING DUCT / h \ \ \ PROVIDE BALANCING M601 NOT TO SCALE DAMPER HANGER STRAPS 0 RECTANGULAR SIDEWALL AIR DEVICE RECTANGULAR CEILING AIR DEVICE / 45° \\ #10x3/4" SELF TAPPING i i AIR DEVICE, EXTERNAL i �,< REFER TO INSULATION CADMIUM PLATED SHEET DETAIL NOTES: �i `\ SCHEDULE i METAL SCREWS TO BE TIGHT AGAINST DUCT AND 1. USE INSULATED FLEXIBLE DUCTWORK. ii CARRIER PIPE � x \ SUPPORT MEMBERS 2. MAXIMUM FLEXIBLE DUCT SAG BETWEEN SUPPORTS POINTS SHALL BE 1l2" PER FOOT. INSULATION i \ (TYPICAL) 3. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. BURIED PIPE COVER i 4. EXTEND FLEXIBLE DUCT INSULATION TO DUCTIAIR DEVICE INSULATION AND SEAL WITH BAND AND MASTIC. MECHANICAL GLANDSEAL DETAIL REFERENCE NOTES: STEEL SLEEVE CAST Y N PLACE �j FLOOR O AIR DEVICE. O INSULATED, GALVANIZED STEEL AIR DEVICE BOOT AND TRANSITION TO ROUND DUCT. 9 BRANCH DUCT AIR DEVICE TAKE -OFF O INSULATED FLEXIBLE DUCT CONTINUED TO RIGID HANGER SIZES FOR RECTANGULAR DUCT DUCTWORK. 6O MINIMUM1.5TIMESTH INSULATED, RIGID DUCT I M601 NOT TO SCALE 3O PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE OF O7 MINIMUM 1.5 TIMES THE DUCT DIAMETER. ° , . MAXIMUM HANGER HORIZONTAL MAXIMUM INSULATION OF ALL ROUND DUCTWORK. MINIMUM WIDTH OF SIDE SUPPORT MEMBER SPACING STRAP SHALL BE 1-1/2 INCHES. D 2 INCH INSULATION OVERLAPPING EDGES OF CEILING DIFFUSERS BY 2 INCHES. 30" 1" x 18 GAGE STRAP NONE REQUIRED 10'4" O4 DRAW -TIGHT OR SCREW -TIGHT BANDS OF NONCORROSIVE 36" 1/4" ALL -THREAD ROD 1-1/2" x 1-1/2" x 1/8" 8'-0" MATERIALS TO ATTACH INNER LINER OF FLEXIBLE DUCT TO D AIR DEVICE NECK SIZE TO MATCH FLEXIBLE DUCT SIZE. d 48" 1/4" ALL -THREAD ROD 2" x 2" x 118" 8'-0" RIGID DUCTWORK. INNER LINER OF FLEX DUCT SHALL BE 60" 5/16" ALL -THREAD ROD 2" x 2" x 1Is. 8'-0" SEALED WITH MASTIC AND MECHANICALLY ATTACHED TO 10 MAXIMUM OFFSET IS 7 DEGREES FROM VERTICAL 84" 3I8" ALL -THREAD ROD 2" x 2" x 1/8" B'-0" RIGID DUCTWORK. SEAL OUTER SKIN OF DUCT. BENTONSEAL 3/4" ` NOTES CANT WITH1/2" d d NO POP RIVETS ALLOWED. 2 AIR DEVICE FLEXIBLE DUCT CONNECTIONS EXTENSIONSSIONSe ° NOTES: 2. DUCTS SHALL BE INSULATED AS REQUIRED BY THE SPECIFICA M601 NOT TO SCALE FLANGED SLEEVES 1. PRIME AND PAINT EXPOSED STEEL SLEEVE TO MATCH FLOOR COLOR AND FINISHFILL SLEEVE WITH e a 'd NONSHRNKGROUTOT 4 DUCT STRAP HANGERS 6 WATER -TIGHT SLAB PENETRATION Mso1 NOT TO SCALE M601 NOT TO SCALE 3 2 MAX SAG 1/2" PER FOOT , BETWEEN SUPPORT POINTS S DETAIL REFERENCE NOTES: ° O INSULATED FLEXIBLE DUCT CONTINUED TO AIR DEVICE. O 10 \ \X/ O ROUND RECTANGULAR RECTANGULAR INSULATED SUPPLY DUCT (SIZE AS SHOWN ON PLANS). ° a INSULATED PIPE PROTECT DUCT DUCT DUCT INSULATION THROUGH WALL 3 PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE OF ° PENETRATION /2 GL INSULATION OF ALL ROUND DUCTWORK. MINIMUM WIDTH OF STRAP SHALL BE 1-1/2 INCHES. MAX SUPPORT SPACING ° d a, — � � CEILING 4 7 = 5'-0". ° 1.5 x W ?s+ 4O VOLUME DAMPER WITH 2" STAND-OFF FOR INSULATION EXTERIOR d INTERIOR TURNING VANES - AND LOCKING QUADRANT PLATE. SEE DETAIL D DRAW -TIGHT OR SCREW -TIGHT BANDS OF NONCORROSIVE W W n 3 2 MATERIALS TO ATTACH INNER LINER OF FLEXIBLE DUCT TO W W T SEALEDRIGID DUCTWORK. INNER LINER OF FLEX DUCT SHALL BE $ WALL PENETRATION DETAIL RIGID WITH MASTIC AND MECHANICALLY ATTACHED TO ° RIGID DUCTWORK. M601 NOT TO SCALE \ \ / �J N O 11 i ROUND 90° ANGLE RECTANGULAR 90° ANGLE RECTANGULAR RADIUS 90° ANGLE ROUND 45° ANGLE RECTANGULAR 45°ANGLE x � � � � O6 ADJUSTABLE CLAMP SEALED WITH MASTIC AND < VCIO MECHANICALLY ATTACHED TO RIGID DUCTWORK. ++ CONSTRUCTION OF 90° ELBOWS CONSTRUCTION OF 45° ELBOWS 5 N L_ O7 ROUND SPIN -IN COLLAR MOUNTED IN SIDE OF DUCT r ' 0) O UNLESS SPECIFICALLY SHOWN OTHERWISE. APPLY DUCT MAIN 6 SEALER AT ALL DUCT CONNECTIONS. IF FLEX DUCT IS O O CEILING 4 8 EQUAL TO OR GREATER THAN RECTANGULAR DUCT DEPTH N T< J SLOPE NOT TO SLOPE NOT TO USE METHOD "C" Q Cy, Q EXCEED V IN 4" EXCEED 1" IN 4" AIRFLOW HINGE O PROVIDE BELLMOUTH ROUND TAP. APPLY DUCT SEALER AT M v 4-0 DIRECTION ALL DUCT CONNECTIONS. IF FLEX DUCT IS EQUAL TO OR w 2 GREATER THAN RECTANGULAR DUCT DEPTH USE METHOD SPUTTERV O > O C„ I (, (, DAMPER 1 5 3 I v O v ° 9O BRANCH RECTANGULAR TAP WITH 45 DEGREE TRANSITION. ^ ROUND DUCT G12 � � RECTANGULAR � i"� � 10 INSULATED FLEXIBLE DUCTWORK. DUCT 11 INSULATED RIGID ROUND DUCTWORK. � . :3 U 1" 1" TYPICAL RECTANGULAR TRANSITION TYPICAL RECTANGULAR TO ROUND TRANSITION DAMPER ADJUSTMENT 13 W J J ROD AND LOCK SCREW 12 INSULATED RECTANGULAR DUCTWORK. 6 4 9 13 n/ T U) DETAIL OF TURNING VANES TYPICAL SPLITTER DAMPER CEILING RECTANGULAR TO ROUND TRANSITION. Q LL V J �L OLO 1 3 TYPICAL DUCT INSTALLATION FLEXIBLE DUCT TAPS W M601 NOT TO ';CALF M601 NOT TO SCALE D O VJ FRAME SIZE FOR FUTURE r APANTY TYPICAL FLOW PATTERN SEE SUBMITTALS TO CONFIRM PIPING CONNECTIONS LUG TYPE BUTTERFLY VALVE 3" AND LARGER ALL VALVE 2-1/2" AND SMALLER�1 1� ? ?/ �m`.mmm THERMOMETER (TYP OF 4) PIPE WELL FOR TEMPERATURE SENSOR. COORDINATE SIZE AND LOCATION WITH CONTROLS CONTRACTOR (TYP OF 4) r' DRAIN VALVES WITH CAP AND CHAIN (TYP) CONCRETE HOUSEKEEPING PAD TYPICAL PLATE AND FRAME HEAT EXCHANGER DETAIL SCALE 1" MINIP O8 ACCESS DOOR SIZED TO ACCE AND REPLACE FUSIBLE LINK 6" MAX EA NOTES: TYPICAL DRYWALL CONSTRUCTION 0 O MINIMUM 1-1/2" x 1-112" , 16 GAUGE STEEL RETAINING SLEEVE ONLY, ON 8" CENTERS WITH: 1. PREFERRED: No. 10 SHEET METAL SCREWS. OR 2. 1/4" BOLTS AND NUTS, 3. MINIMUM 3/16" STEEL RIVETSSIDEWALLSUPPLY 4. 1/2" LONG WELDS. O3 NO CAULKING IS REQUIRED ON FIRE DAMPERS OR FIRE DAMPER RETAINING ANGLES. OUL LISTED FIRE DAMPER WITH 165 FUSIBLE LINK, SECURE DAMPER TO SLEEVE ON 8" CENTERS WITH: 1. PREFERRED: No. 10 SHEET METAL SCREWS. 2. 1/4" BOLTS AND NUTS. 3. MINIMUM 3/16" STEEL RIVETS. 4. 1/2" LONG WELDS. Iq 1" DUCT OBREAKAWAY CONNECTION MAY CONNECT TO DUCT OR SLEEVE. ANNULAR SPACE BETWEEN DAMPER AND WALL 0 OPENING SHALL BE 1/8" PER FOOT OF WIDTH OF DAMPER, UNLESS OTHERWISE RECOMMENDED BY DAMPER MANUFACTURER. O7 TYPICAL MASONRY CONSTRUCTION F.D. ACCESS DOOR SIZE DUCT WIDTH DOOR SIZE 6" THRU 18" 6"x12" 19" THRU 36" 12"xl8" 37" AND ABOVE 18"xl8" 9 FIRE DAMPER ASSEMBLY M602 NOTTOSCALE DAMPERFOR RETURN,EXHAUST, AND SUPPLY AIR BEARING —� NOTE: 1. L=1/4 W (4" MINIMUM) J W WHERE DUCTS ARE EXTERNALLY INSULATED PROVIDE 2" SHEETMETAL BRANCH STANDOFF TO EXTEND DAMPER LOCKING DUCT QUADRANT TO EXTERIOR OF INSULATION 45 DEG TAP COLLAR DUCT SEALER (ALL AROUND) SUPPLY AIRFLOW DIRECTION SUPPLY, RETURN, OR EXHAUST DUCT MAIN (SIZE AS NOTED ON PLANS) RETURN OR EXHAUST AIRFLOW DIRECTION - TYPICAL BRANCH DUCT CONNECTION M602 NOT TO SCALE ACCESS DOC SIZED TO AC( AND REPLACI FUSIBLE LINK 120 VOLT DA (POWERED C ACTUATOR TO SLEEVE NOTES TYPICAL DRYWALL CONSTRUCTION O O2 MINIMUM 1-112" x 1-1/2", 16 GAUGE STEEL RETAINING SLEEVE ONLY, ON 8" CENTERS WITH: 1. PREFFERED: No. 10 SHEET METAL SCREWS OR 1/4" BOLTS AND NUTS 2. MINIMUM 3116" STEEL RIVETS. 3. 1/2" LONG WELDS O3 NO CAULKING IS REQUIRED ON DAMPERS OR FIRE DAMPER RETAINING ANGLES. O4 UL LISTED SMOKE DAMPER, SECURE DAMPER TO SLEEVE ON 8" CENTERS WITH: 1. PREFFERED: No. 10 SHEET METAL SCREWS OR 1/4" BOLTS AND NUTS 2. MINIMUM 3/16" STEEL RIVETS. 3. 1/2" LONG WELDS O5 ANNULAR SPACE BETWEEN DAMPER AND WALL OPENING SHALL BE 1/8" PER FOOT OF WIDTH OF DAMPER, UNLESS OTHERWISE RECOMMENDED BY DAMPER MANUFACTURER. O6 TYPICAL MASONARY CONSTRUCTION O BREAKAWAY CONNECTION MAY CONNECT TO DUCT OR SLEEVE. 7 SMOKE DAMPER ASSEMBLY M602 NOT TO SCALE MANUAL AIR VENT 2-WAY AUTOMATIC PRESSURE INDEPENDENT CONTROL VALVE THERMOMETER (TYPICAL) PIPE I UNION (TYPICAL) COUNTER FLOW TO r PRESSURE AND TEMPERATURE AIR FLOW- I TAP - PETE'S PLUG (TYPICAL) DRAIN BALL VALVE WITH THREADED HOSE END CONNECTION AND CAP PRESSURE GAUGE (TYPICAL) BALL VALVE (TYPICAL) STRAINER W/HOSE END CONNECTION AND CAP HYDRONIC COIL CONNECTION (2-WAY VALVE M602 NOT TO SCALE NOTES: 1O INSULATED SUPPLY AIR DUCT. MINIMUM 3 DUCT DIAMETERS STRAIGHT DUCT CONNECTED TO INLET. O O3 DRAW -TIGHT OR SCREW TIGHT BAND OF NON -CORROSIVE MATERIAL TO ATTACH INNER LINER OF FLEXIBLE DUCT, 4O SUPPORT EACH CORNER OF VAV TERMINAL UNIT FROM STRUCTURE ABOVE, TOP CHORD OF JOIST. O5 VARIABLE AIR VOLUME TERMINAL UNIT (VAV BOX). O DAMPER ACTUATOR SUPPLIED AND INSTALLED BY VAV TERMINAL UNIT MANUFACTURER. O7 CONTROL TRANSFORMER SUPPLIED AND INSTALLED BY VAV TERMINAL UNIT MANUFACTURER. O TRANSITION TO FULL SIZE OF UNIT CONNECTION. VARIABLE AIR VOLUME TERMINAL UNIT DETAIL NOT TO SCALE PIPE SADDLE HAS FLARED EDGES NOTCHED TO FIT PIPE HANGER - CORNERS ARE CLIPPED PIPE HANGER (SEE SPECS) FLARED EDGES FLARED END J LENGTH = TWICE INSULATION O.D. THRU HANGER UNBROKEN 4 INSULATED PIPE HANGER M602 NOT TO SCALE NON -SHRINK GROUT SLOPED AWAY FROM COVER 24" DIA REINFORCED CONCRETE PIPE LOCATE PIPE(S) MINIMUM 12" BELOW GRADE AND SLOPE 1/4" PER FOOT TOWARDS DRYWELL REFER TO PLANS FOR CONTINUATION — 2" DIA SCHEDULE 40 PVC / CONDENSATE DRAIN � SEAL ALL PIPE PENETRATIONS WATERTIGHT NOTE FOR DRYWELL INSTALLED IN EXISTING CONCRETE OR ASPHALT: DEMOLISH EXISTING CONCRETE OR ASPHALT AS REQUIRED FOR INSTALLATION OF DRAIN PIPE AND DRYWELL WITH CLEAN STRAIGHT LINES AND PATCH WITH 2500 PSI CONCRETE SECONDARY CONDENSATE DRAIN H-20 RATED 20" DIA MANHOLE AND FRAME. DESIGN BASIS LEBARON FOUNDRY TYPE A MODEL LA206 24" DIA C 911�i I I � Ic1I :Zell] DRAINFIELD GRAVEL 3 CONDENSATE DRYWELL M602 NOT TO SCALE PRIMARY CONDENSATE DRAIN, REFER TO CONDENSATE DRAIN DETAIL — SECONDARY CONDENSATE OVERFLOW SAFETY SWITCH - DESSGN BASIS: LITTLE GIANT ACS-4 AIR HANDLER '1 CONDENSATE DRAIN OVERFLOW SAFETY SWITCH M602 j NOT TO SCALE CLEANOUT WITH REMOVABLE CAP AIR HANDLING UNIT FINISHED GRADE OR CONCRETE EACH DIMENSION EQUAL OR GREATER THAN THE NEGATIVE STATIC PRESSURE OF THE FAN TERMINATE INDIRECTLY AT DRY WELL NOTE: 1. FILL TRAP MANUALLY ON INITIAL START-UP, 1 CONDENSATE DRAIN M602 NOT TO SCALE Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o GNdY A. IUIL IISON. P.C. 43169 o KTLC I. CA1I5lN$1'.E 53269 o AUANI S. 1Emt. P.E.'7010 • IC,1T k.6I tSMN P-C 6w) 1S2WUF1 R. IT F,%AND"IL P1. 5b22 14001 U Y I 'J U Ri Lo U N 0 0 Q J U_ 0 = U �+ ,. .0 � N I 0 > 0 I U o U v) a) U a) < U w^ J / L L U) 2 am-^-i U) 0 LO_ o 0 W O C0 V N o VJ CONCRETE HOUSEKEEPING PAD 8" MANWAY FOR ADDING SOLUTION 1 PRESSURE RELIEF VALVE —� SERVICE VALVE BUILDING SYSTEM ISOLATION VALVE CHECKVALVE DRAIN VALVE ELEUIF SYS PRE GAU 1J:1430116MUT' TOP VIEW FRONT VIEW 1 GLYCOL MANAGEMENT SYSTEM 2" DIA GALVANIZED SCH 40 PIPE WITH END CAP SIZE OF RACK TO BE AS REQUIRED FOR EQUIPMENT SIZE KINDORF PIPE STRAP, SIZE AS REQUIRED, TYPICAL 8"x8"0/8" GALVANIZED STEEL PLATE WELDED ALL AROUND TO STEEL PIPE REFER TO EQUIPMENT PAD DETAILS EQUIPMENT, QUANTITY, AND TYPE AS INDICATED ON PLANS MOUNTING RACK AND SUPPORTS SHALL BE PRIMED AND PAINTED ------ 1-1/2"xl-1/2" KINDORF, (TYP) AS REQUIRED FOR EQUIPMENT AND CONDUIT SUPPORT U-BOLTS (TYP) NON -SHRINK GROUT NOTES 1. PROVIDE COLD GALVANIZED PAINT ON ALL FIEI, D CUTSM/ELDS OF GALVANIZED STEEL SUPPORTS PRIOR TO ANY FINISH PAINTING. 2. MOUNTING RACK AND SUPPORTS SHALL BE PAINTED WITH TWO COATS OF RUST INHIBITING ENAMEL (COLOR AS SELECTED BY UNIVERSITY) BEFORE ANY € QUIPMENT IS INSTALLED ON THE RACK. 3. ALL MOUNTING HARDWARE SHALL BE 304 STAINLESS STEEL. /$1 TYPICAL EQUIPMENT RACK DETAIL PIPE FULL SIZE OF AIR VENT THRU WALL 1B" ABOVE GRADE AND TERMINATED WITH AN ELBOW FACING DOWN HIGH CAPACITY AUTOMATIC AIR VENT 4.5" LIQUID -FILLED PRESSURE GAUGE WITH 304 STAINLESS STEEL CASE RANGE 0 60 PS (PRESSURE AND AUTOMATIC AIR VENT TEMPERATURE PLUG WITH CAP (DESIGN BASIS: SNUBBPETE'S PLUG II) FULL -PORT BALL VALVE FULL -PORT BALL VALVE WITH WITH EXTENDED VALVE STEM AND STAND-OFF EXTENDED VALVE STEM AND IR FOR INSTALLATION OF STAND-OFF FOR INSTALLATION OF INSULATIONNSULATIONREDUCERSAS WELD -ON THREADOLET (TYP REQUIRED (TYP) HOUSEKEEPING PAD HOT OR CHILLED WATER PIPE WELL LENGTH SHALL REACH df ' ' I 1"MAKE-UP WATER PIPE BUTTERFLY VALVE (TYP) PRESSURE REDUCING VALVE AND CHECK BACKFLOW PREVENTOR CHWR PIPE Z---��1 (SET TO 20 PSI) CHWR PIPE TO PUMP SUCTION AIR SEPARATOR AIR VENT MANUAL BLOW DOWN BALL VALVE PIPED FULL SIZE OF AIR SEPARATOR DRAIN CONNECTION THRU WALL 18, ABOVE GRADE AND TERMINATED WITH AN ELBOW FACING DOWN 1"DIA BALL VALVE (TYP) BALL VALVE WITH HOSE END CONNECTION AND CAP AND CHAIN TYPICAL FOR BOTH CHILLER SIDE CLOSED LOOP AND BUILDING DISTRIBUTION SIDE CLOSED LOOP COMPRESSION TANK /471 PIPING DIAGRAM AT COMPRESSION TANK/FILL/AIR SEPARATOR APPROXIMATELY HALFWAY INTO PIPE PRESSURE GAUGE P/T PORT AUTOMATIC AIR VENT THERMOMETER NOTES: 1. ALL CHILLED WATER PIPE IS INSULATED AND JACKETED. INSULATION IS NOT SHOWN FOR CLARITY, PROVIDE EXTENDED NECK VALVE STEMS AND EXTENDED FITTINGS FOR INSULATED PIPES. 2. ALL GAUGES SHALL BE MOUNTED IN THE VERTICAL POSITION. PROVIDE ELBOWS FOR PRESSURE GAUGES LOCATED IN VERTICAL PIPES AND ROTATE THERMOMETER STEMS AS REQUIRED SO THAT ALL GAUGES AND THERMOMETERS ARE INSTALLED VERTICALLY REGARDLESS OF THE ORIENTATION OF THE CHILLED WATER PIPE. 3. PROVIDE ULTRAVIOLET PROTECTIVE PLASTIC WINDOW AND WEATHERPROOF CASE FOR ACCESSORIES IN EXTERIOR LOCATIONS. /1 TYPICAL PIPE ACCESSORY INSTALLATIONS 9" RED LIQUID -IN -GLASS THERMOMETER WITH CAST ALUMINUM CASE AND ADJUSTABLE ANGLE STEM - DUAL TEMPERATURE SCALE CHW: (0-100 DEG F I -1 B-38 DEG C) CW. (30-130 DEG F / 0-55 DEG C) HW: (30-240 DEG F 10-115 DEG F) COUPLING NUT AND 304 SS STEM �- THERMOWELL - LAGGING EXTENSION TYPE FOR INSULATED PIPES SECURE PIPE TO SADDLE PIPE PIPE INSULATION GALVANIZED STEEL PIPE SHIELD, 18 GAGE MINIMUM FOR PIPES AND INSULATION 10" DIA AND LESS BOLT STEEL PLATE TO SLAB WITH FOUR 3/8" RODS AND PIPE SUPPORT SADDLE EXPANSION ANCHORS WITH GUSSETS NON -SHRINK GROUT 3" DIA SCHEDULE 40 BLACK STEEL PIPE CONCRETE SUPPORTING STRUCTURE (FLOOR, 8"0'0/8" STEEL PLATE WELD EQUIPMENT PAD, ETC.) ALL AROUND TO STEEL PIPE FI tl NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND LOCATION OF ALL PIPING AND EQUIPMENT SUPPORTS AS REQUIRED TO PROVIDE A RIGID AND VIBRATION -FREE INSTALLATION. THE SUPPORTS SHOWN ON THE CONTRACT DRAWINGS ARE FOR GENERAL GUIDANCE AS TO TYPE AND LOCATION. 2. ALL STEEL COMPONENTS LOCATED OUTDOORS SHALL BE HOT -DIPPED GALVANIZED. 3. CHILLED WATER PIPE SHALL BE INSULATED AND JACKETED WITH ALUMINUM. 4. PROVIDE COLD GALVANIZED PAINT ON ALL FIELD CUTSNVELDS OF GALVANIZED STEEL SUPPORTS AND THREADED RODS. 5. PRIME AND PAINT ALL SUPPORT ASSEMBLIES WITH TWO COATS OF GRAY RUST INHIBITING ENAMEL BEFORE ANY PIPE IS INSTALLED. /7\ TYPICAL PIPE SUPPORT DETAIL STEEL DOME TOP, WELDED TO TOP OF BOLLARD -- 4" DIA REMOVABLE CENTER BOLLARD PRIME AND PAINT EXPOSED METAL WITH 2 COATS OF SAFETY YELLOW GLOSS ENAMEL 6" HANDLE, ALIGN ON FRONT & BACK OF BOLLARD 5" DIAMETER °LJ GROUND INSERT 6„ 3000PSI III III III I iii CONCRETE FOOTING 1I_II REMOVABLE BOLLARD : ALIGN BOLLARD PIPE & GROUND INSERT SO EYES ARE LOCATED AT BACK & FRONT OF BOLLARD, NOT STICKING OUT INTO TRAVEL WAY. /731 TYPICAL REMOVABLE BOLLARD NARm / NOT TO SCALE CHILLED WATER PIPING TO PUMP MANUAL BUTTERFLY VALVE GAUGE PORT EXTENDED BEYOND INSULATION PUMP SUCTION DIFFUSER 1" NON -SHRINK FINISHED FLOOR GROUT SUPPORT - CHILLED WATER PIPING FROM PUMP �- MANUAL BUTTERFLY VALVE CHECK VALVE PRESSURE GAUGE AND DIFFERENTIAL PRESSURE SENSOR CHILLED WATER PUMP CONCRETE EQUIPMENT HOUSEKEEPING PAD < < ° DRAIN BALL VALVE WITH THREADED HOSE CONNECTION NOTES 1. PROVIDE REDUCERS/INCREASERS AT PUMP INLET/OUTLET TO COORDINATE PUMP CONNECTION SIZE WITH PIPE SIZE AS REQUIRED. 2. PROVIDE EXTENSION HANDLES ON VALVES TO CLEAR INSULATION. 3. INSULATION AND JACKETS NOT SHOWN FOR CLARITY. 4. ALL PIPE AND APPURTENANCES SHALL HAVE INSULATION AND JACKET. ITEMS REQUIRING SERVICE SHALL BE ASSEMBLED IN SECTIONS AND WITH CLAMPS ON THE JACKET TO ALLOW THE REMOVAL AND REINSTALLATION OF THE INSULATION AND JACKET WITHOUT DAMAGE. 5, ALL DRAINS SHALL HAVE A BALL VALVE AND THREADED HOSE CONNECTION. BALL VALVES SHALL INCLUDE A CAP AND CHAIN FOR WHEN DRAINS ARE NOT CONNECTED TO HOSES. 6. ROTATE STRAINER AS REQUIRED TO AVOID CONFLICTS WITH PIPE SUPPORTS. /01 TYPICAL PUMP INSTALLATIONS MANUAL AIR VENT (TYP) P f TAP WITH EXTENSIONS 1" INCH ABOVE INSULATION (TYP) THERMOMETER (TYP) 3/8" MANUAL AIR VENT WITH STOP VALVE PRESSURE GAUGE (TYP) CAP WITH CHAIN MANUFACTURER'S FLOW SWITCH (INSTALL IN M PIPING IF IT DOES NOT COME PRE -INSTALLED) BALL VALVE (TYP) DIFFERENTIAL PRESSURE MOTORIZED ISOLATION VALVE TRANSMITTER �'� ` MANUAL ISOLATION VALVE REFER TO SCHEDULE / I 3l4" FROM PUMP FOR REQUIRMENTS CONTROLS JUNCTION BOX DPT DISCHARGE WITH LIQUID -TIGHT CONDUIT i 5 GALLON POT FEEDER REFER EQUIPMENT TO EACH CONTROL DEVICE T W/STRAINER EQUIPMENT PAD DETAILS — — EQUIPMENT YARD GRADE _ 3/4" TO PUMP _ —III SUCTION — =1 � -1 I I III I I- 11= i l �-I � (- PIPE INDIRECT TO TEMPERATURE SENSOR WITH WELL (TYP) STRAINER - POSITION (ROTATE) TO EDGE OF SLAB - DRAIN BALL VALVE WITH THREADED ALLOW THE BASKET TO BE PULLED HOSE END CONNECTION AND CAP WITHOUT ANY PIPE DISASSEMBLY NOTES 1. INSULATION ARE NOT SHOWN ON THE DETAIL FOR CLARITY, PROVIDE INSULATION ON ALL PIPING AND EQUIPMENT CONTAINING CHILLED WATER. PROVIDE ALUMINUM JACKET ON ALL INSULATION, REFER TO SPECIFICATIONS FOR MORE INFORMATION. 2. ALL INSTRUMENT TUBING SHALL BE CONSTRUCTED OF RIGID COPPER PIPE WITH SOLDERED FITTINGS. INSULATE AND JACKET ALL INSTRUMENT PIPING. 3. COORDINATE STRAINER BASKET AND MATERIAL WITH CHILLER MANUFACTURER. 4. PIPE CONNECTION TO CHILLER NOT SHOWN ABOVE (HAPPENS WITHIN UNIT STRUCTURE); PROVIDE FLEXIBLE CONNECTION TO CHILLER. /4"'N TYPICAL AIR-COOLED CHILLER INSTALLATION 1 /2" SECURE TANK TO BASE WITH REMOVABLE CLIP ANGLES � CONCRETE EQUIPMENT PAD a U a °16 a NOTES: 1. PROVIDE EXTENSION HANDLES ON VALVES TO CLEAR INSULATION. 2. INSULATION NOT SHOWN FOR CLARITY. 3. ALL PIPE AND APPURTENANCES SHALL HAVE INSULATION AND ALUMINUM JACKET. ITEMS REQUIRING SERVICE SHALL BE ASSEMBLED IN SECTIONS AND WITH CLAMPS ON THE JACKET TO ALLOW THE REMOVAL AND REINSTALLATION OF THE INSULATION AND JACKET WITHOUT DAMAGE. /071 CHEMICAL SHOT FEEDER Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32917 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o GAY A.IVT, SOV. PE. 4J167 o Fl7, 1. CVUlliR P.13. I'M6 o N>iM S. UVl 1' PIl. 77010 • T_1F A. hl Jl XAAN, P.E. 65629 o shMtml a. ALLAANDER P,E.551A2 14001 N r 1 O OM I-- W L.L O LL- W Y a J U ICU U O _0 Q J C LL .O C)�—+ N }+ 0 > 0 1 U o U C)J U J Uj VJ x VJ CV CD p o co O c� ROOFTRUSS 5" MOUNTIN 3ULATION )OF OPENING — 'GA STEEL OUTSIDE FLANGE CURB HEIGHT REQUIREMENTS I WIDTH OF MECHANICAL EQUIPMENT MINIMUM CLEARANCE ABOVE ROOF SURFACE < 24" 14" 24" < 36" 18" 36" < 48" 24" 48" < 6011 30" > 60" 48" 18 GA GALVANIZED STEEL ROOF CURB, REFER TO TABLE BELOW FOR REQUIRED MINIMUM CURB HEIGHT CORRUGATED ROOF DECK CENTER FASTENERS ON FLANGE CORNER DETAIL FASTENERS 1. USE 5/16" SELF -DRILLING SCREWS. 2. ONE ON EACH CORNER AS DETAILED AND ONE ON EACH SIDE AT CENTER OF UNIT. 3. MAXIMUM FASTENER SPACING OF 8", ADD ADDITIONAL FASTENERS TO SATISFY TYPICAL ROOF CURB INSTALLATION FOR METAL DECK TRAFFIC -RATED COVER CONCRETE PATCH a BUTTERFLY VALVE --% TYLER/UNION TWO PIECE CAST IRON VALVE BOX, 6850 SERIES OR EQUIVALENT. PROVIDE SPECIAL ORDER CAP LABELED "CHW' TO DESIGNATE CHILLED WATER APPLICATION. COORDINATE OVERALL LENGTH WITH FIELD CONDITION. PARKING LOT • 1 �I�III 1 \ II II IIIII `BACKFILL III III- I I=1 I II I I I I I II I I I I I I I I I 11-1 I II I II I II � II I I I II I II.II I II I I I I I UNDISTURBED — — EARTH BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE INSTALLATION. 2. ALL CHILLED WATER SHUT-OFF VALVES SHALL BE BUTTERFLY VALVES, ONLY BUTTERFLY VALVES WILL BE ALLOWED UNDERGROUND. 3. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FT DEPTH BELOW FINISHED GRADE, 4. ALL CHILLED WATER VALVES SHALL BE INSULATED AND WRAPPED WITH A VAPOR BARRIER. 6 TYPICAL BURIED VALVE \M6041 NOT TO SCALE 41 rfi!ru�a�y►��� NG CONCRETE SLAB CONCRETE CONTAINMENT CURB DETAIL SCALE BIRD SCREEN AND WASHABLE ALUMINUM INTAKE FILTERS EXISTING ROOF CURB L ail II JI IT CRICKETS SLOPED TO DRAIN 18 GA GALVANIZED STEEL HURRICANE STRAPS SECURED TO ROOF CURB CAP AND STRUCTURE BELOW 18" O.C. ALL AROUND INTAKE HOOD CONFORMING TO THE MIAMI-DADE TEST PROTOCOLS FOR STATIC LOADING, MISSILE IMPACT, AND CYCLIC LOADING 1/4" DIA SS AIRCRAFT CABLE CUSTOM-MADE, FULLY WELDED GALVALUME ROOF CURB ADAPTER WITH 1-112" THICK, 3 LB DENSITY INSULATION — FLASHING FROM DOMESTIC COLD WATER BALL TYPE TEST COCK (TYP) — STRAINER - MAX 4'-0" AFF V DRAIN REDUCED PRESSURE ZONE BACKFi OW PREVENTER BALL VALVE (NP) —1 UNION (TYP) AIR GAP TO SYSTEM HOSE BIBB WITH WITH CAP AND CHAIN CLEARLY LABEL SERVICE WATER AS NONPOTABLE TO FLOOR DRAIN TYPICAL REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER SEAL WEATHER -TIGHT IT EXISTING ROOF CURB NOTES: 1. CURB ADAPTER SHALL BE CUSTOM BUILT BY A CUSTOM CURB MANUFACTURER SUCH AS THYBAR OR ANOTHER MANUFACTURER THAT HAS BEEN IN THE BUSINESS FOR MORE THAN 5 YEARS. 2. THIS IS A TYPICAL INSTALLATION AND FIELD CONDITIONS MAY VARY. THE CONTRACTOR SHALL PROVIDE DIMENSIONED DRAWINGS FROM THE CUSTOM CURB MANUFACTURER FOR THE J L PROPOSED INSTALLATION FOR EACH CURB ALONG WITH INTENDED HARDWARE AND ATTACHMENT POINTS. 3. THE CURB ADAPTERS SHALL SHIP FROM THE CUSTOM CURB MANUFACTURER AS A SINGLE COMPLETE PIECE FOR INSTALLATION ONTO THE EXISTING CURBS. 1 TYPICAL ROOF OA INTAKE WITH CURB ADAPTER NEW EQUIPMENT J'L CURB TOP SHALL BE SLOPED TO DRAIN 18 GA GALVANIZED STEEL HURRICANE STRAPS SECURED TO ROOF CURB CAP AND STRUCTURE BELOW 18" O.C. ALL AROUND CUSTOM-MADE, FULLY WELDED GALVALUME ROOF CURB CAP WITH 1-1/2" THICK, 3 LB DENSITY INSULATION NOTES: 1. CURB CAP SHALL BE CUSTOM BUILT BY A CUSTOM CURB MANUFACTURER SUCH AS THYBAR OR ANOTHER MANUFACTURER THAT HAS BEEN IN THE BUSINESS FOR MORE THAN 5 YEARS. 2. THIS IS A TYPICAL INSTALLATION AND FIELD CONDITIONS MAY VARY. THE CONTRACTOR SHALL PROVIDE DIMENSIONED DRAWINGS FROM A CUSTOM CURB MANUFACTURER FOR THE PROPOSED INSTALLATION FOR EACH CURB ALONG WITH INTENDED HARDWARE AND ATTACHMENT POINTS. 3. THE CURB CAPS SHALL SHIP FROM THE CUSTOM CURB MANUFACTURER AS A SINGLE COMPLETE PIECE FOR INSTALLATION ONTO THE EXISTING CURBS. /071 TYPICAL ROOF CURB CAP NEW EQUIPMENT NEW CONCRETE 6" #5 BARS, 16" HOUSEKEEPING PAD /F O.C. EA. WAY CHAMFERED EDGE v ° • ° ° ° i d • _ ° - ♦ ° ° ° ° EXISTING ° PARKING LOT d ♦ ° ° 44 ° ♦ d • =r d° ° ♦ #5 BARS, 16" O.C. EA. WAY ° d° ° d° ♦ ° ♦ ♦ • • ° ° d °• ° TOP AND BOTTOM • d ° ♦ a • ° ° ♦ • • d ° d • i • I A ♦ ♦ ♦ • L d a d e < ♦ ° ° ° ♦ d ♦ • d d a d ° ° ♦ ° ♦ ° d COMPACTED SUBGRADE ° ° d • d ♦ ♦ °(TYP) ° NEW CONCRETE EQUIPMENT PAD CUT INTO EXISTING PARKING LOT DETAIL NEW CONCRETE HOUSEKEEPING PAD — FLASHING SEAL WEATHER -TIGHT J CHAMFERED EDGE ° ♦ ° ° zr- ° ° d ° a ° ° EXISTING 5-1/2" CONCRETE ° ° ° ° d SLAB (FIELD -VERIFY) v d ° ° d AA ° • ° d ° ° ° ° • 4 ° • a d d a d d V ^ q V V e d a 'E d a V d V 8 V O V d d d O d d Q d 0 d $ V V d V d V d a d d d a 5" LONG #5 BARS, 16" O.C. EACH WAY WITH 2" EMBED 2 AND EPDXIED INTO THE EXISTING CONCRETE FLOOR CLEAN AND ROUGHEN THE EXISTING SURFACE AND PROVIDE CONCRETE BONDING AGENT PRIOR TO POURING THE NEW CONCRETE NEW CONCRETE EQUIPMENT PAD ON EXISTING CONCRETE FLOOR DETAIL CONCRETE NOTES 1. EPDXY -COATED JOINT DOWEL BARS SHALL CONFORM TO ASTM A 615, GRADE 60, PLAIN -STEEL BARS, ASTM A 775 EPDXY COATED. 2. ALL CONCRETE SHALL HAVE A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2%-4%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58, 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACK-UP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 318. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 7. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OR STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION. 8. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. CONCRETE EQUIPMENT PAD DETAILS NOT TO SCALE Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32917 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o f.ARC.A. R'ILA6R601, P.E. 43t6) AY[F t AA11CR PF. 13.69 o wAV191L44NT Pk 77010 SAPFA KTWL1N 1`1.6569 o SllMJEI R AT IN AND'R PH, 1433 14001 NS 2 No b �= w TA • w ON.P���```�� fill Y Y Q J U (� LO U o _n _O N Q O C o U _J . .� O \ d` w i C O > O F=- I U o U u) (D U a� J Q U � w — �Uj Q Na L.L ``J^^ !J^^ v) 1:V ) 0 LO LL O Q O O W C3 V r O U) C.0 PART 1 -GENERAL PROVISIONS 1.1 GENERAL A. THE AIA DOCUMENT A201, THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL FORM A PART OF THE CONTRACT. A COPY OF THIS DOCUMENT MAY BE OBTAINED FROM THE A.I.A. B, THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT, DO NOT SCALE THE DRAWINGS. C. PERFORMANCE AND LABOR AND MATERIAL PAYMENT BONDS IN THE VALUE OF 100% OF THE CONTRACT AMOUNT MAYBE REQUIRED FROM THE SUCCESSFUL BIDDER(S) AT THE OPTION OF THE OWNER. EACH BIDDER SHALL NAME HIS SURETY COMPANY AND QUOTE SEPARATELY THE LUMP SUM COST OF THE PREMIUM. D. ALL WORK SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES AND THE RECOMMENDATIONS OF NFPA AND UL. E. THE CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE CONTRACT THAT ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER RECEIPT OF FINAL PAYMENT. ALL WORK DEEMED UNSATISFACTORY BY THE ENGINEER INCLUDING DAMAGE TO EXISTING FINISHES SHALL BE CORRECTED AT NO COST TO THE OWNER. THE CONTRACTOR SHALL SERVICE AND ADJUST ALL EQUIPMENT AS DIRECTED AND AS REQUIRED DURING THE ONE-YEAR GUARANTEE PERIOD AT NO CHARGE. NECESSARY PARTS SHALL BE PROVIDED AT NO CHARGE. F. AS A MINIMUM, ONE FIVE POUND CO2 EXTINGUISHER SHALL BE PROVIDED WITH EACH WORK CREW AT ALL TIMES WHEN WORKING WITHIN THE BUILDING. G. ALL MATERIALS SHALL BE NEW, THE BEST OF THEIR RESPECTIVE KINDS, SUITABLE FOR THE CONDITIONS AND DUTIES IMPOSED ON THEM AT THE BUILDING AND SHALL BE OF REPUTABLE MANUFACTURERS. THE DESCRIPTION, CHARACTERISTICS, AND REQUIREMENTS OF MATERIALS TO BE USED SHALL BE IN ACCORDANCE WITH QUALIFYING CONDITIONS ESTABLISHED IN THE SECTIONS FOLLOWING. H. THOROUGHLY CLEAN ALL EXPOSED SURFACES OF EQUIPMENT AND MATERIAL AND LEAVE IN A NEAT, CLEAN CONDITION READY FOR PAINTING. RESTORE AND TOUCH-UP FACTORY FINISHES WHICH WERE DAMAGED IN THE PERFORMANCE OF THE NEW WORK. I. LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. EQUIPMENT SHALL INCLUDE, BUT NOT BE LIMITED TO, VALVES, CLEANOUTS, MOTORS, CONTROLLERS, DAMPERS, DRAIN POINTS, ETC. J. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. K. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND CERTIFICATES. L. PROVIDE ALL TEMPERATURE CONTROL WIRING BOTH LINE AND LOW VOLTAGE. M. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL NOTIFY SIMS WILKERSON CARTIER ENGINEERING, INC. OF ANY DISCREPANCIES, OMISSIONS, AND/OR ANY OTHER CONFLICTS OR IRREGULARITIES PRIOR TO THE COMMENCEMENT OF ANY WORK. 1.2 EXISTING CONDITIONS A. WHEN WORKING IN AND AROUND THE BUILDING, EXTREME CARE SHALL BE EXERCISED WITH REGARD TO PROTECTION OF THE EXISTING STRUCTURE. REPAIR OR REPLACE TO THE SATISFACTION OF THE ENGINEER ANY EXISTING WORK DAMAGED IN THE PERFORMANCE OF THE NEW WORK. B. THE CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO ALLOWANCE WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT. C. PERFORM ALL CUTTING AND PATCHING ASSOCIATED WITH THE NEW WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT. PATCHING SHALL MATCH EXISTING ADJACENT SURFACES AS TO MATERIAL, TEXTURE, COLOR, AND QUALITY. D. NOTIFY OWNER PRIOR TO ALL SERVICE OUTAGES AND OBTAIN APPROVAL BEFORE PROCEEDING. E. WHEN THE USE OR REUSE OF EXISTING SYSTEMS OR MATERIALS IS INDICATED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE SYSTEMS OR MATERIALS SUCH THAT THEY COMPLY WITH THE REQUIREMENTS OF THIS SPECIFICATION. F. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REPLACEMENT OF CEILINGS REQUIRED TO ACCOMPLISH THIS WORK. 1.3 SUBMITTALS A. SUBMIT FOR APPROVAL SIX (6) SETS OF SHOP DRAWINGS. SHOP DRAWINGS SHALL BE ANNOTATED TO CLEARLY INDICATE THE EQUIPMENT INTENDED FOR USE. SHOP DRAWINGS THAT ARE NOT ANNOTATED WILL BE REJECTED WITHOUT REVIEW. B. WELDING METHODS AND CERTIFICATES C. PRODUCT DATA 1. PROVIDE MANUFACTURER'S CATALOG SHEET FOR EACH PIECE OF EQUIPMENT INDICATING DIMENSIONS, WEIGHTS, CAPACITIES, SPECIALTIES, ACCESSORIES, ELECTRICAL REQUIREMENTS, AND WIRING DIAGRAMS. 2. PROVIDE SUBMITTAL FOR CONTROLS, CONTROL DIAGRAMS, AND SEQUENCE OF OPERATIONS. D. CLOSEOUT SUBMITTALS 1. HYDROSTATIC PRESSURE TEST REPORTS 2. CHILLER WITNESS TEST REPORT 3. CHILLER START-UP REPORTS 4. CHILLER OPERATION LOG 5. CHILLER MANUFACTURER TRAINING REPORT 6. OPERATION AND MAINTENANCE MANUALS 7. CONTROLS FIELD VERIFICATION REPORT 8. CONTROLS TRAINING REPORT 9. TEST AND BALANCE REPORT 10. RECORD DRAWINGS 11. CERTIFICATION OF SYSTEMS E. OPERATION AND MAINTENANCE MANUALS 1. CONTRACTOR SHALL FURNISH TO THE ENGINEER TWO (2) COMPLETE BOUND SETS OF TYPEWRITTEN INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT INCLUDED IN THIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE CONTAINED IN A HARD -BACK RING BINDER PROPERLY INDEXED AND LABELED, ALSO PROVIDE TWO (2) COMPLETE SETS OF APPROVED SHOP DRAWINGS FOR ALL ITEMS OF EQUIPMENT UTILIZED ON THE PROJECT, ALL INSTRUCTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FINAL ISSUE. MANUFACTURER'S ADVERTISING LITERATURE OR CATALOGS WILL NOT BE ACCEPTABLE FOR OPERATING AND MAINTENANCE INSTRUCTIONS. F. CONTROLS AND VERIFICATION REPORT 1. PRIOR TO COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL PRESENT TO THE OWNER'S REPRESENTATIVE A CERTIFICATE STATING THAT ALL CONTROL SYSTEMS HAVE BEEN TESTED, ARE OPERATING WITHIN THE REQUIRED TOLERANCES, AND THAT THE ENTIRE CONTROL SYSTEM INSTALLATION CONFORMS TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. G. RECORD DRAWINGS 1. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL DEVIATIONS IN WORK, AS ACTUALLY INSTALLED, FROM WORK INDICATED ON CONTRACT DOCUMENTS. 2. WHEN WORK IS COMPLETE, THE CONTRACTOR SHALL MINIMALLY PROVIDE TWO (2) COMPLETE "RECORD" SETS OF BONDS AND ONE (1) CO WITH ELECTRONIC COPIES OF THE RECORD DRAWINGS. CONTRACTOR MAY AT HISNER OPTION OBTAIN RI ELECTRONIC COPIES OF THE BACKGROUNDS THROUGH THE ENGINEER OF THE ORIGINAL CONTRACT DOCUMENTS FOR ALTERATION BY HIM/HER. CONTRACTOR SHALL PAY ALL FEES FOR THE DRAWING REPRODUCTION THERETO. CONTRACTOR SHALL CERTIFY THE ACCURACY OF EACH DRAWING BY ENDORSEMENT AND SIGNATURE THEREON. UPON COMPLETION OF THE RECORD DRAWINGS THE CONTRACTOR SHALL DELIVER THEM TO THE ENGINEER FOR REVIEW, PRIOR TO FORWARDING TO OWNER. H. ONE YEAR GUARANTEE PERIOD 1. THE GUARANTEE PERIOD SHALL START UPON SUBSTANTIAL COMPLETION OF THE PROJECT. DURING THE GUARANTEE PERIOD, THE CONTRACTOR SHALL SERVICE ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT, THIS SERVICE SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND SHALL INCLUDE YEARLY MAINTENANCE PROCEDURES AS RECOMMENDED BY THE CHILLER AND PUMP MANUFACTURERS. PRIOR TO THE START OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SCHEDULE OF REQUIRED MAINTENANCE OPERATIONS FOR EACH SYSTEM AND ITEM OF EQUIPMENT. SUBMIT SCHEDULE TO THE ENGINEER FOR APPROVAL. 1.4 PROTECTION A. SPECIAL CARE SHALL BETAKEN FOR THE PROTECTION OF EQUIPMENT FURNISHED. EQUIPMENT AND MATERIAL SHALL BE COMPLETELY PROTECTED FROM WEATHER ELEMENTS, PAINTING, PLASTER, ETC., UNTIL THE PROJECT IS COMPLETED. DAMAGE SUCH AS RUST, PAINT, SCRATCHES, ETC., SHALL BE REPAIRED AS REQUIRED TO RESTORE EQUIPMENT TO ORIGINAL INTEGRITY. B. WHERE INSTALLATION OR CONNECTION OF EQUIPMENT REQUIRES WORK IN AREAS PREVIOUSLY FINISHED BY OTHER CONTRACTORS, THE AREA SHALL BE PROTECTED AND NOT ALTERED OR OTHERWISE DAMAGED DURING THE COURSE OF THE SAID WORK. CONTRACTOR SHALL PROCURE THE SERVICES OF THE ORIGINAL CONTRACTORS FOR THE REPAIRING AND REFINISHING THE DAMAGED AREAS THEREOF. C. PROVIDE OFF -SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON -SITE STORAGE OR PROTECTION. D. COVER PRODUCTS SUBJECT TO DETERIORATION OR DAMAGE WITH IMPERVIOUS SHEET COVERING. PROVIDE VENTILATION TO AVOID CONDENSATION. E. PROVIDE GUARDS FOR BELT -DRIVEN EQUIPMENT AND AT CHAINS, GEARS, COUPLINGS, KEYS, PROJECTING SET SCREWS AND OTHER ROTATING OR MOVING PARTS. BELT GUARDS TO ENCLOSE BOTH PULLEYS AND BELTS ON EXPOSED SIDES. PROVIDE COUPLING GUARDS ON DIRECT CONNECTED EQUIPMENT, DESIGN AND MANUFACTURE GUARDS FOR EASY REMOVAL FOR SERVICE AND TO COMPLY WITH UL AND OSHA REQUIREMENTS. PROVIDE GUARDS SUPPLIED BY THE SAME MANUFACTURER OF THE SAID EQUIPMENT WHENEVER AVAILABLE. 1.5 CERTIFICATION OF SYSTEMS A. PRIOR TO COMPLETION OF THE CONTRACT AND FINAL ACCEPTANCE OF THE FACILITY, THE CONTRACTOR SHALL PRESENT TO THE OWNER A CERTIFICATE THAT ALL MECHANICAL AND OTHER SYSTEMS HAVE BEEN TESTED AND THAT THE INSTALLATION AND PERFORMANCE OF THESE SYSTEMS CONFORM TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. 1.6 ELECTRICAL COORDINATION A. THE EQUIPMENT INDICATED ON THE DRAWINGS HAS BEEN COORDINATED WITH THE ELECTRICAL SYSTEM DESIGN. IF THIS CONTRACTOR SELECTS TO USE ALTERNATE EQUIPMENT, THEY SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE ELECTRICAL ENGINEER AND SHALL BEAR ANY ADDED EXPENSE TO THE ELECTRICAL CONTRACTOR AND ENGINEER DESIGN FEES RESULTING FROM SUCH ALTERNATE SELECTION. PART 2 - BASIC MATERIALS AND METHODS 2.1 GENERAL A. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK SPECIFIED IN THIS SECTION. 2.2 IDENTIFICATION A. NAMEPLATES: LAMINATED THREE -LAYER PLASTIC WITH ENGRAVED WHITE LETTERS ON BLACK BACKGROUND COLOR. B. PLASTIC TAGS: LAMINATED THREE -LAYER PLASTIC WITH ENGRAVED WHITE LETTERS ON BLACK BACKGROUND COLOR. TAG SIZE MINIMUM 1-1/2 INCH DIAMETER. C. STENCILS 1. STENCILS: WITH CLEAN CUT SYMBOLS AND LETTERS OF FOLLOWING SIZE: a. 3/4 TO 1.1/4INCH OUTSIDE DIAMETER OF INSULATION OR PIPE:8INCH LONG COLOR FIELD, 112 INCH HIGH LETTERS. b 1-1/2 TO 2 INCH OUTSIDE DIAMETER OF INSULATION OR PIPE: 8INCH LONG COLOR FIELD, 3/4 INCH HIGH LETTERS. c. DUCTWORK AND EQUIPMENT: 2-1/2 INCH HIGH LETTERS. 2. STENCIL PAINT: SEMI -GLOSS ENAMEL, COLORS CONFORMING TO ASME Al3.1. D. PIPE MARKERS 1. PLASTIC TAPE PIPE MARKERS: FLEXIBLE, VINYL FILM TAPE WITH PRESSURE SENSITIVE ADHESIVE BACKING AND PRINTED MARKINGS, E. CEILING TACKS 1. DESCRIPTION: STEEL WITH 3/4 INCH (20 MM) DIAMETER COLOR CODED HEAD. 2. COLOR CODE AS FOLLOWS: a. YELLOW - HVAC EQUIPMENT b. RED - FIRE DAMPERS/SMOKE DAMPERS F. PREPARATION AND INSTALLATION 1. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. 2. PREPARE SURFACES FOR STENCIL PAINTING. 3. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. APPLY WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENT ADHESION AND SEAL WITH CLEAR LACQUER. 4. INSTALL TAGS WITH CORROSION RESISTANT CHAIN. 5. INSTALL PLASTIC PIPE MARKERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. INSTALL PLASTIC TAPE PIPE MARKERS COMPLETE AROUND PIPE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. IDENTIFY MECHANICAL EQUIPMENT WITH PLASTIC NAMEPLATES. 8. IDENTIFY CONTROL PANELS AND MAJOR CONTROL COMPONENTS OUTSIDE PANELS WITH PLASTIC NAMEPLATES. 9. IDENTIFY THERMOSTATS INDICATING UNIT SERVED. 10. IDENTIFY CHILLED WATER CONTROL VALVES WITH TAGS. 11, IDENTIFY PIPING, CONCEALED OR EXPOSED, WITH PLASTIC TAPE PIPE MARKERS. USE TAGS ON PIPING 314INCH DIAMETER AND SMALLER, IDENTIFY SERVICE AND FLOW DIRECTION. INSTALL IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. 12. IDENTIFY DUCTWORK WITH STENCILED PAINTING. IDENTIFY WITH AIR HANDLING UNIT OR FAN COIL UNIT IDENTIFICATION NUMBER. LOCATE IDENTIFICATION AT UNIT, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. 13. PROVIDE CEILING TACKS TO LOCATE AIR TERMINAL UNITS AND FAN COIL UNITS LOCATED ABOVE T-BAR TYPE PANEL CEILINGS. LOCATE IN CORNER OF PANEL CLOSEST TO EQUIPMENT. 2.3 HANGERS, SUPPORTS, AND SLEEVES A. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE -DOWNS THAT MAY BE NECESSARY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN ADEQUATE PIPE AND DUCTWORK SUSPENSION SYSTEM IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES, USING STANDARD, COMMERCIALLY ACCEPTED HANGERS AND SUSPENSION EQUIPMENT. THE DESIGN OF ALL HANGERS AND SUPPORT SHALL BE IN ACCORDANCE WITH PROVISION OF THE CURRENT ISSUE OF MSS-SP-58 DOMESTIC DEVELOPED AS A STANDARD BY THE MANUFACTURER'S STANDARDIZATION SOCIETY. C. HANGERS AND ACCESSORIES SHALL BE GRINNELL, FEE AND MASON, OR MODERN. D. PIPING AND CONDUITS SHALL BE RUN PARALLEL WITH THE LINES OF THE BUILDING UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. THE DIFFERENT SERVICE PIPES, VALVES, AND FITTINGS SHALL BE SO INSTALLED THAT AFTER THE COVERING IS APPLIED THERE WILL NOT BE LESS THAN 1/2-INCH CLEAR SPACE BETWEEN THE FINISHED COVERING AND OTHER WORK OR ADJACENT PIPING. E. HANGERS SHALL BE SPACED SO AS TO PREVENT SAG AND PERMIT PROPER DRAINAGE AND SHALL NOT BE SPACED MORE THAN 10 FEET APART. HANGERS FOR PLASTIC PIPE SHALL BE PROVIDED AT EACH JOINT AND PLACED AT LEAST EVERY 6 FEET. F. VERTICAL RUNS OF PIPE AND CONDUIT NOT OVER 15 FEET LONG SHALL BE SUPPORTED BY HANGERS PLACED NOT OVER ONE FOOT FROM THE ELBOWS ON THE CONNECTING HORIZONTAL RUNS. G. VERTICAL SUPPORT: STEEL RISER CLAMP. H. EQUIPMENT SUPPORT - SUPPLEMENTARY STEEL 1. ALL STEEL SHALL BE HOT -DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A653. I. PROVIDE COLD GALVANIZED PAINT ON ALL FIELD CUTSMELDS OF GALVANIZED STEEL SUPPORTS AND THREADED RODS. J. SLEEVES AND PLATES: ALL PIPE SLEEVES SHALL BE CONSTRUCTED OF SCHEDULE 40 GALVANIZED STEEL PIPES. 2.4 MECHANICAL TRENCHING, BACKFILLING, AND EXCAVATION A. BACKFILL MATERIALS 1. BEDDING MATERIAL: BEDDING ROCK SHALL BE 3116 INCH TO 3/4" WASHED AND GRADED STONE (FDOT #07), THIS STONE SHALL BE GRADED SO THAT 90 TO 100 PERCENT SHALL PASS A 3/4" SCREEN AND 95 TO 100 PERCENT WILL BE RETAINED ON A NO.8 SCREEN. NO STONES LARGER THAN 1 INCH IN ANY DIMENSION WILL NOT BE ACCEPTABLE, 2. FILL TYPE: SELECT COMMON FILL SHALL CONSIST OF MINERAL SOIL, SUBSTANTIALLY FREE OF CLAY, ORGANIC MATERIAL, LOAM, WOOD, TRASH AND OTHER OBJECTIONABLE MATERIAL WHICH MAY BE COMPRESSIBLE OR WHICH CANNOT BE PROPERLY COMPACTED. SELECT COMMON FILL SHALL BE NO MORE THAN 5 PERCENT BY WEIGHT FINER THAN NO, 200 MESH SIEVE. THE MATERIAL SHALL CONTAIN NO STONES LARGER THAN 1.1/2" IN LARGEST DIMENSION. B. ACCESSORIES 1, GEOTEXTILE FABRIC: NON -BIODEGRADABLE, WOVEN. C. EXCAVATION PREPARATION 1. REFER TO DETAILS ON DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. CONTRACTOR SHALL CONTACT UTILITY COMPANY TO LOCATE EXISTING UTILITIES BEFORE ANY EXCAVATION WORK IS STARTED. 3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE AREAS OF WORK. IF THE UTILITIES ARE TO REMAIN IN SERVICE THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARHWORK OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS AND/OR REPLACEMENT OF UTILITIES DAMAGED WITH NO COSTS INCURRED TO OWNER. 4. NOTIFY UTILITY COMPANY TO REMOVE AND RELOCATE UTILITIES. 5. ROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, SIDEWALKS, PAVING, AND CURBS FROM EXCAVATION EQUIPMENT AND VEHICULAR TRAFFIC. 6. IF REQUIRED TO SUPPORT THE SIDES OF EXCAVATIONS, TO PREVENT ANY MOVEMENT WHICH COULD IN ANYWAY DIMINISH THE WIDTH OF THE EXCAVATION BELOW THAT NECESSARY FOR PROPER CONSTRUCTION AND TO PROTECT ADJACENT STRUCTURES, EXISTING PIPING AND/OR FOUNDATION MATERIAL FROM DISTURBANCE, UNDERMINING OR OTHER DAMAGE, THE CONTRACTOR SHALL CONSTRUCT, BRACE AND MAINTAIN COFFERDAMS CONSISTING OF SHEETING AND BRACING. CARE SHALL BE TAKEN TO PREVENT VOIDS OUTSIDE OF SHEETING, BUT IF VOIDS ARE FORMED, THEY SHALL BE IMMEDIATELY FILLED AND RAMMED. 7. CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION, PROVIDE AND MAINTAIN PROPER EQUIPMENT AND FACILITIES TO REMOVE PROMPTLY AND DISPOSE OF PROPERLY ALL WATER ENTERING EXCAVATIONS AND KEEP SUCH EXCAVATIONS DRY SO AS TO OBTAIN A SATISFACTORY UNDISTURBED SUBGRADE FOUNDATION CONDITION UNTIL THE FILL OR PIPES TO BE INSTALLED THEREON HAVE BEEN COMPLETED. D. TRENCH EXCAVATION 1. UNDERPIN ADJACENT STRUCTURES WHICH MAY BE DAMAGED BY EXCAVATION WORK. 2. EXCAVATE SUBSOIL REQUIRED TO ACCOMMODATE PIPING SYSTEM AND AIR DISTRIBUTION SYSTEMS. 3. DO NOT INTERFERE WITH 45 DEGREE BEARING SPLAY OF FOUNDATION. 4. GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO EXCAVATION. 5. HAND TRIM EXCAVATION, REMOVE LOOSE MATTER. 6. REMOVE LUMPED SUBSOIL, BOULDERS, AND ROCK UP TO 1/3 CU YD MEASURED BY VOLUME. 7. NOTIFY ENGINEER OF UNEXPECTED SUBSURFACE CONDITIONS AND DISCONTINUE AFFECTED WORK IN AREA UNTIL NOTIFIED TO RESUME WORK. 8. CORRECT AREAS OVER -EXCAVATED. 9. TRENCH WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF OSHA STANDARDS FOR SAFETY. E. EXCAVATION PROTECTION: PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-IN OR LOOSE SOIL FROM FALLING INTO EXCAVATION. F. BACKFILLING PREPARATION 1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT BACKFILL MATERIALS. 2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION, BACKFILL WITH TYPE A FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. G. BACKFILLING 1. SYSTEMATICALLY BACKFILL TO ALLOW MAXIMUM TIME FOR NATURAL SETTLEMENT. DO NOT BACKFILL OVER POROUS, WET, OR SPONGY SUBGRADE SURFACES. 2. SOIL FILL: PLACE AND COMPACT MATERIAL IN CONTINUOUS LAYERS NOT EXCEEDING 12 INCHES COMPACTED DEPTH. 3. EMPLOY A PLACEMENT METHOD THAT DOES NOT DISTURB OR DAMAGE OTHER WORK. 4. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN REQUIRED COMPACTION DENSITY. 5. MAKE GRADUAL GRADE CHANGES. BLEND SLOPE INTO LEVEL AREAS. 6. REMOVE SURPLUS BACKFILL MATERIALS FROM SITE. 7. LEAVE FILL MATERIAL STOCKPILE AREAS FREE OF EXCESS FILL MATERIALS. H. BACKFILLING TOLERANCES FOR TOP SURFACE OF GENERAL BACKFILLING: PLUS OR MINUS 1 INCH FROM REQUIRED ELEVATIONS. I. PROTECTION OF FINISHED WORK: RESHAPE AND RE -COMPACT FILLS SUBJECTED TO VEHICULAR TRAFFIC. 2.5 CAST -IN -PLACE CONCRETE A. FORMWORK: DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK, ACCORDING TO ACI 301, TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL STRUCTURE CAN SUPPORT SUCH LOADS. CONSTRUCT FORMWORK SO CONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED, WITHIN TOLERANCE LIMITS OF ACI 117. B. EMBEDDED ITEMS: PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST -IN -PLACE CONCRETE. USE SETTING DRAWINGS, TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED. C. STEEL REINFORCEMENT: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR PLACING REINFORCEMENT. DO NOT CUT OR PUNCTURE VAPOR RETARDER. REPAIR DAMAGE AND RESEAL VAPOR RETARDER BEFORE PLACING CONCRETE. D. CONCRETE AND REINFORCEMENT: 1. EPDXY -COATED JOINT DOWEL BARS SHALL CONFORM TO ASTM A 615, GRADE 60, PLAIN -STEEL BARS, ASTM A 775 EPDXY COATED. 2. ALL CONCRETE SHALL HAVE A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. ALL CONCRETE SHALL HAVE A SLUMP OF V PLUS OR MINUS 1", AND HAVE 2%-4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2, SUBMIT BACK-UP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3.OF THE LATEST EDITION OF ACI 318. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 7. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OR STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION. 8. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. E. JOINTS 1. GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED. 3. CONTRACTION JOINTS IN SLABS -ON -GRADE: FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF CONCRETE THICKNESS AS FOLLOWS: a. GROOVED JOINTS: FORM CONTRACTION JOINTS AFTER INITIAL FLOATING BY GROOVING AND FINISHING EACH EDGE OF JOINT TO A RADIUS OF 1/8 INCH. REPEAT GROOVING OF CONTRACTION JOINTS AFTER APPLYING SURFACE FINISHES, ELIMINATE GROOVER TOOL MARKS ON CONCRETE SURFACES. b. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND -RIMMED BLADES. CUT 1/8-INCH-WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS, 4. ISOLATION JOINTS IN SLABS -ON -GRADE: AFTER REMOVING FORMWORK, INSTALL JOINT -FILLER STRIPS AT SLAB JUNCTIONS WITH VERTICAL SURFACES, SUCH AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND OTHER LOCATIONS, AS INDICATED. 5. WATERSTOPS: INSTALL IN CONSTRUCTION JOINTS AND AT OTHER JOINTS INDICATED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. F. CONCRETE PLACEMENT: BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED. DEPOSIT CONCRETE CONTINUOUSLY IN ONE L LAYERS F H THICKNESS THAT N NEW CONCRETE WILL BE PLACED ON CONCRETE THAT HAS LAYER OR IN HORIZONTAL E S O SUCH C SS 0 CO C HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS INDICATED. DEPOSIT CONCRETE TO AVOID SEGREGATION. CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT ACCORDING TO ACI 301. G. FINISHING FLOORS AND SLABS 1. GENERAL: COMPLY WITH ACI 302.1 R RECOMMENDATIONS FOR SCREEDINC, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. 2. FLOAT FINISH: CONSOLIDATE SURFACE WITH POWER -DRIVEN FLOATS OR BY HAND FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER DRIVEN FLOATS. RESTRAIGHTEN, CUT DOWN HIGH SPOTS, AND FILL LOW SPOTS. REPEAT FLOAT PASSES AND RESTRAIGHTENING UNTIL SURFACE IS LEFT WITH A UNIFORM, SMOOTH, GRANULAR TEXTURE. 3. BROOM FINISH: APPLY A BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, RAMPS, AND ELSEWHERE AS INDICATED, Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Avenue - Suite. 200 Orlando, Florida 32817 (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO. 6106 o GARY A. kNSMI ON.. P.E. 43167 01i=1. ('ARTIER, P.E. 53269 0A ,VNJ S. LE TXE. P.E. 77DID • MFF A. E7RF:M N, P.E. 6%6 OSA LR. ALE.X' ER: PE.55422 14001 h LL IT J U Z 2 ca F� r 0 O OIN U) O U_ C O z .O M O � C/) I O > O o U a� U cu � U 53 U � Uj LdJ J Q J / V� J (/ U) v J O LO LjLo N 0 O W C � U) /^ Mom/ 0 ) - G