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HomeMy WebLinkAboutGENERATOR SITE PLAN7:Ti1 Sy:i i I � I � �Yi it �iiY lliwt "I { i, s IESE PLANS AND ALL PROPOSED WOf:i( ^RE SU13JCiCT TO ANY CORRECTIONS E-QU1RE•D BY FIELD INSPECTORS T1fAT SAY BE NECESSARY Ir4 OjqD2R TO iE,'lPi:Y IIITH ALL APPLICABLE CODES. N/�� 0633 1 ST. LUCIE UNTY BUILDING %( REVIEWED FOR COMPLIANCE GENERATOR SITE PLAN W x X _ E __ REVIEWED BY S DATE_0 Fig " PLANS AND PERMIT MUST B� SITE OR NO INSPECTIONS) ' ON JOB BE MADE z ap rn �Zcci� U Q W o 00 W Q Q M W fA co Q w 0 _ U J ` A Us U �OJ "Aw) rifz og ga z Fw_— 0rn w ww�a w 0 z LL. w.m.07/12/2018 20F3 _I GIN ERATq R_U N IT_BY1 SEPARATE SUBMITTAL (SEE CONCRETE PAD SCHEDULE FOR MINIMUM WEIGHT E_QUI`RED)� :5 / cNG1Nk�EbF=__oNC3 1 FRONT VIEW PAD LENGTH - ANCHOR FG3154-4G LOCATION -\ _ Li 9.859" - _ 1 I 1.063I Lq L� -_- I N I I I I /I >> w x. Z J PAD THICKNESS PAD HURRICANE CONCRETE PAD FOR GENERATORS ALLOWABLE DESIGN PRESSURE: SEE TABLE (GENE RAC AND H O N EYW E L L UNITS) REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN (ON -GRADE APPLICATION S_O-NLY) ACCORDANCE WITH THE GOVERNING CODE. G LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE ' WITH THE APPLICABLE -BUILDING CODE SHALL BE LESS h THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �N ASH' \ G E N E RAL NOTES PRESSURE "ASA CAPACITY VALUES LISTED HEREIN FOR � ANY ASSEMBLY AS SHOWN. PHIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE \ T��Al P,6 UIRE EENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). \ \ i 2. FOSLf.IVE'AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �\ ' /DETEFtMINED'BY OTHERS ON A JOB -SPECIFIC BASIS IN 'ACCORDANCE WITH THE GOVERNING CODE. \ I M4XIMUM`DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ETHE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVEALL VEGETATION, STUMPSqNiMATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL ,-ROOTS; - - - =+L1VERIFI OT AND F RS)IA`H ECOPA DS DS ABEEN EN DESIGNED FORA MIN MUM SOIL COEFFICIENT FED BY \ I ' \ lJ (y�gMOD S--V100 PCI.25 DSHOULID OTHUM AER CONDITIONS RRING CAPACITY F2,000 PSF AND MINIMUM MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. \ 5. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY TO CONTRACTOR. 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS S ` SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESSTHIS-ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE_ ! ES-REEbl-TING FROM-MATIR A_ �ENGtN BYBLOCA,ION, SYSTEM ERECTION, CONSTRUCTION L, STATE, & FEDERAL CODES & FROM DEVIATIONS -OF. TH S PLAN.HiS�AT C J� � LLED FOR ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BEITHE FULL_RESPONSIBILT Y' F,,THE/INSTALLING p CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED ORAL-TERED�NATERPROOFING 1 MEMBRANE IS RESTORED AFTER FABRICATION AND If STALL- T-1ON OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANZWATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS .WATER -TIGHTNESS SH _�LL`BE THE FULL R�ESPO/ffSIBIL TY OFTHE INSTALLING CONTRACTOR. _\ �Z If 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIAII�I_�ENG�NEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF'RECORD SHALL BE E� p G � N E E � � g G `�I � �( RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTINIG_,SURI'FAC 4 O LTH,, IS DISESI�N=W 19 CH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.II RiJ lL�/ iI `�li i� L� Il�� 0 �J �J _ EXPRESS � 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO=AN�YS PM CIFIG,P.ROJECT-SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONT�nCTOf>,S-11UPPLIEDBXTA!AN-D� � MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BMEi 6 CSPONSIBL OR LIABLE IN ANY WAY ° FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST a REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS v PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN Li --OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRI`ORTO-MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION M TYPICAL ANCHORAGE: (4) 3/8" DIA. AMIFAST CONCRETE'INSERTS . OF MATERI`ALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND CERTIFICATION. INVALIDATE "'EXPRESSLY 6�EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (PART# 165003 & TEST REPORT 95329 BY _ ��NTEN�DED. ELEMENT MATERIALS TECHNOLOGY) W/ 3/8 DIA. BOLT ASTM A307, 3" MIN. EDGE DISTANCE, 1-3/8" EMBED. INTO CONCRETE (BASE PAN MIN. THICKNESS = 0.69" AND MIN. BEARING STRENGTH = 6 KSI) 1 - tiff "M. �.v �: �,s �r„ III■ � � .... _. -'._ -_ ]� 6 e N HUb 1L t(tLU I I z. W x I O Z o E A tLLL-- 14 m- - - - - - m A 95° SIDE VIEW PAD N PAD WIDTH THICKNESS ,z II �I L COkR&E PAD SCHEDULE ITEM GENERATOR UNIT UNIT DIMENSIQ`N)� WIDTH { LE'N{IIG�TIH' (=HEI('GIi T I II �i l � H �� � :M1INIM JIbNI•TJ WEIGHT EFETI CONCRETE PAD MODEL # � PAD DIMENSIONS (IN) PAD WEIGHT (LBS) WIND LOADS WIDTH LENGTH THICKNESS gLLOWABLE PRESSURE (PSF) ALLOWABLE RESULTANT (LBS) 1 SKW 25.00 48r00'i 29��00` �360'�FG3154-4G 30.56 53.56 4.00 1 240 30.72 296.93 2 10KW 25.00 48.00 29.00 407 FG3154-4G 30.56 53.56 4.00 240 33.13 320.25 3 14KW 25.00 48.00 29.00 435 FG3154-4G 30.56 53.56 4.06 240 34.57 334.21 4 16KW 25.00 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 240z::_-_- �35.26 340.85_ __ --_ - - B=--4"Y==MO0 -Sf3- G3f5 G 30.56 53.56 4.00��2 '0 38 53 2.44 6 17KW 25.00 48.00 29.00 471 FG3154-4G 30.56 53.56 4.00 It '240� 40 // //351.88. 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 1 4.00 � � � 40�--1 v 34?3T' 7 Y 332.20 8 20KW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4.00 �24.0 35!39J^ \�42.12 9 20KW 25.00 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 �2l0�. - Sf26 40:85 10 22KW 25.00 48.00 29.00 466 FG3154-4G 30.56 1 53.56 1 4.00 240' L 6.35 351.38 11 NOTES'] _ _ _ _ - -- -- - - - - -u - 'l i L--A- P 'J E [f j L P zI S I- CONCRETE ADS -WEIGHT -PROVIDED BY MANUFACTURER -,VERIFIED BY OTHERS. �� 2- FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTrI, , PcS=-.4,00°PSI AT 28'D YS, 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED PER DIFFERENT LOAD COMBINATIONS. 4- CONTRACTOR SHALL PROVIDE 5/8" DIA. (0.675" O.D.) GALV. TUBE ASTM A53B SCH 40 MIN. OR 1/2" DIA. SOLID COPPER BAR SPIKE, 4' MIN. EMBED. (ALSO SEE MIN. EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH'CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE (NOT SHOWN) . W L. BE RDO, P.E. 0046549 ]1#D6DIBASTO. EAR BELOW D.E SIGNATURE ONSHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, koN O .t ,1 Ito ® wM,.,Uf r^� W fy M In UO Ln u, Lu co UJ LL(� aV) # co pw -z IW- i Q is ;2 w X� < Lu g ul OLmoMZO WO'N�LnZ IuW O�wv U W u�io? ��awZ xw O W ui l0 � G C: ti L LY N L � oz o OIn > n {W{�.�,'wa W W W M � Q N con 00 x (� _F N X u 0CD g°W LL x MgfnLe p 0 Up�o cI LLJa<LD L.0 GD U) w Z <co <° �� afu°i Z< � In O o o: Q O Lmm�n7� 0000 �¢'rd '- 22¢ m m m m m u�is°al� ImL y _ _ W=� fll ? n KZK OHM€aa COPYRIGHT ENGINEERING EXPRESS 1_-]-4-16.69A- -A di ABBREVIATIONS: AC ALTERNATING CURRENT MDP MAIN DISTRIBUTION PANELBOARD A/C AIR CONDITIONING MTS MANUAL TRANSFER SWITCH AFG ABOVE FINISHED GRADE MLO MAIN LUGS ONLY AL ALUMINUM NEC NATIONAL ELECTRICAL CODE AHU AIR HANDLING UNIT NTS NOT TO SCALE ATS AUTOMATIC TRANSFER SWITCH NEMA NATIONAL ELECTRICAL MANUFACTURERS AMP AMPERE ASSOCIATION AFCI ARC FAULT CIRCUIT INTERRUPTER NFPA NATIONAL FIRE PROTECTION ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NON -SE NON SERVICE ENTRANCE RATED C CONDUIT PLCS PLACES (QUANTITY) CU COPPER CONDUCTOR PNL PANEL COVB CITY OF VERO BEACH PVC POLYVINYL CHLORIDE CONDUIT DC DIRECT CURRENT RMC RIGID METAL CONDUIT DISC DISCONNECT RTU ROOF TOP UNIT EXIST EXISTING SE SERVICE ENTRANCE RATED FPL FLORIDA POWER & LIGHT TYP TYPICAL G GROUND TEMP TEMPORARY GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND IRC INDIAN RIVER COUNTY UL UNDERWRITERS LABORATORY KVA KILOVOLTAMPERE LON UNLESS OTHERWISE NOTED KW KILOWATT V VOLT MC METAL CLAD CABLE VA VOLT AMPERE MOB MAIN CIRCUIT BREAKER W WATT MCC MOTOR CONTROL CENTER XFMR TRANSFORMER ELECTRICAL LEGEND: SURFACE MOUNT 120/204V, 10, 3-WIRE PANELBOARD FLUSH MOUNT 120/204V, 10, 3-WIRE PANELBOARD -0- SURFACE MOUNT 277/480V, 30, 4-WIRE PANELBOARD FLUSH MOUNT 277/480V, 30, 4-WIRE PANELBOARD UTILITY METER CAN OR METER/MAIN COMBO UNIT -®- SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEW CONNECTION FRAME SIZE 3NF 3Rf NEMA RATING NON FUSED ' - FRAME SIZE 30AF 3R- NEMA RATING FUSE SIZE NON -FUSED DISCONNECT FUSED DISCONNECT GENERATOR AND GENERATOR PAD GAS STORAGE TANK ® NATURAL GAS METER GENERAL NOTES: 1. LIGHT LINE WORK REPRESENTS EXISTING TO REMAIN. 2. DARK AND RED LINE WORK REPRESENT NEW EQUIPMENT, CONDUIT, AND WIRE. CONDUIT AND WIRE SCHEDULE SYMBOL DESCRIPTION AO (EXISTING) 2"PVC UNDERGROUND SERVICE FEEDER © (EXISTING) OVERHEAD SERVICE FEEDER © (EXISTING)112"PVC #4 BARE CU O (EXISTING) 2"PVC SLEEVE W/ #210 SER AL CABLE 0 2"PVC W1(3) #210 THWN AL, (1) #6 THHN CU GROUND 0 1-1/2-PVC SLEEVE W/ GENERAC CABLE WI (3) #3 THHN CU, (1) 8 THHN GROUND, (5) #14THHN CU © 1.1/4"PVC W/ (3) #3 THHN CU, (1) #8 THHN CU GROUND O 314"PVC W/ (7) #14 THHN CU Oj (EXISTING) 112"PVC W/ (1)#4 BARE CU (EXISTING) D j ATTIC - ATTIC COMPLETE EBASASTIAN ELECTRIC VICINC. GENERAC" - SEBASTIAN, FL 329W (T72) 3884533 Sizing Re�ru"SE PLAINS AND ALL PROD OSS O W aR# (NEW) (EXISTING) we ms - L. p S 200AMP 150AMP � ARE SUBJECT TO ANY COr?•RECTirI r7 (EXISTING) NON -SE MLOPANEL "''� � ry Staiger ormationfor. f�E(�UIRCD BY FIELD INSPECTORS T} A' 150 AMP 11001 Ridge Ave gq C NECESSARY �y �q �p�pg� METERIMAIN RATS Fort Pierce, FL 84982 MAY BE NECESSARY I1�t 1.lTTDER TC COMBO E Rated Nominal Voltage 240 iF 120l2401� GenemtorFueldroice Propane CC.�,�LY 1.11TW ALL A�PLh:AB�i.E COr� S. Sing Method (NEC 220) Part IV (Part III required for selected circuit "ememation, Both valid for whole louse) General Lighting & Receptacles load (kW) Square Footage Beltg Covered (ftA2) 1119 3,357 Small Appliance Circuits (2D amps) KftheC2 3 Laundry Circuits 1 1.5 (NEW) GENERATOR: AIR COOLED GENERAC 22KW ® BREAKER GRADE GRADE (EXISTING) (2) 5/8" X 8' CU GROUND RODS SCOPE OF WORK: GENERAL NOTES: • INSTALL 200AMP NON -SERVICE ENTRANCE RATED ATS NEXT TO UTILITY • THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH IN AND INSTALLATION METERIMAIN COMBO ON EXTERIOR WALL. DETAIL WITH THE LOCAL UTILITY POWER COMPANY. • UTILIZE A PRE -FABRICATED GENERATOR PAD. • THIS ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017), LOCAL • PROVIDE AND INSTALL (1) 22kW GENERAC LP GAS GENERATOR. ORDINANCE, AND THE NATIONAL ELECTRIC CODE THIRTEENTH EDITION NFPA 70 (2014). • PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR FROM ATS TO • ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AND,CRAFTSMAN LIKE MANNER BY GENERATOR. PERSONS SKILLED IN THE ELECTRICAL TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN • LOAD SHED PER SIZING DATA THIS SHEET. LICENSED IN THE STATE OF FLORIDA. GENERATLP GAS CONNECTION BY FERRE_LLGAS AS A SUBCONTRACTOR UNDER - OR = THIS ELECTRICAL INSTA_L_LATION SNALLBE PCiQTECIEDfROM_P_kiYS1CALDAMAGEAND�ECURELY�UPPORTED LWD -_-tNLU,-VVI -TRTS-P = - --- - - -- -- - -- - - - -- - - - - I N_-= KIND t5PACE-PER WC 110.26.- • NEW LP TANK TO BE PROVIDED AND INSTALLED BY FERRELLGAS UNDER A PVC SCHEDULE 40 CONDUIT SHALL BE USED UNDERGROUND, IN OR BELOW CONCRETE AND WHERE EXPOSED NOT SEPARATE PERMIT. SUBJECT TO DAMAGE. PVC SCHEDULE 80 CONDUIT SHALL BE USED WHERE EXPOSED, SUBJECT TO DAMAGE. • NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS ALL MATERIAL SHALL BE NEW, FREE FROM DEFECT AND SHALL BE LISTED AND BEAR THE LABEL OF A RECOGNIZED SCOPE OF WORK. TESTING BP • GROUNDING R NEC ARTICLE 250. • STANDBY SYSTEM INSTALLATION PER NEC ARTICLE 702, AND MANUFACTURER INSTALLATION INSTRUCTIONS. LOAD MANAGEMENT "LCM" LOAD SHED LOAD MANAGEMENT TECHNOLOGY ALLOWS THE LOAD CONTROL MODULE TO MONITOR GENERATOR PERFORMANCE AND ONLY SHED LOADS WHEN ABSOLUTELY NECESSARY BY MONITORING GENERATOR CURRENT AND FREQUENCY. BY ONLY SHEDDING THE NONESSENTIAL CIRCUITS, THE ESSENTIAL CIRCUITS ARE ALWAYS POWERED. LOADS ARE SHED THROUGH INTERRUPTIOWOF-INDIVIDUAL CONTROL CIRCUITS-(AlU/AC)-AND-POWER-CIRCUITS-(RANGEAND-WATERHEATER): - -- ADDITION RISER DIAGRAM NO s Am GENERATOR Managed Estimated Nameplate Fbted-lr -Place ADDRances, & Motors Loads W (amps) 240 V Load (kW) Dryer 5.5 X 5.5 Microwave 1.3 is Mictowave 1.3 12 Water Heater &0 X 6.0 Dishwasher 1.5 Is Refrigerator os 0.8 Ref6geralor 0.8 0.0 Refdgem�r 0.8 0.8 Well Purnp 1.5 1.5 Managed Estimated Nameplate Air Cordlionind & Cooling Loads (kw) (amps) 240 V Load (kW) 2.0 Ton Unit 2.0 X 2.0 Managed Estimated Nameplate Heating & Heat Pumps Loads W (amps) 240 V Load (kW) tneatmg elem�tt 81 0.0 20 X 4.8 Estimated Actual Utilizer! Translerd Requirement (LRA) (LRA) (LRA) Largest Motor's SrartmgAmps (LRA) 13B 54 54 Load NEC Summary NEC Load (kW) Required General Lighting & Receptacles 7.9 Fixed-in-PlaceAppruvaes & Motors 18.4 Sum of all General Leads 26.3 16.5 Coorutg 2 2 Healing (w/demand factors) 4.8 4.8 Larger of Heating & Cooling 4.8 4.8 Std ng based on requirements of NEC Article 220, Part IV 212 Elevation O It Minimum size generator for motor starling requirements 7 BTU load required 350000 22 kW Generac Model Generator Recommended w x� wo Z coN n to rn �ZMih V aUU-o LUZ co < 'r Mi LU M 04 Ij(W �n Q m 0 LU O U W o v� Uo 0� E� W of �W QO it WOC ZF-a W p in (7 p Q O W Lt a ; � W W Q OWWLL (7 LU W U) 3:0;� LU Z OLL E1 ,,.-r:07/12/2018 I 11 1 OF 3