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HomeMy WebLinkAboutGENERATOR PLANSm ■ (EXISTING) UTILITY METER (NEW)ATS_ (NEW)GENERATOR AND PAD _ 20'1P 15'-0" MIN. O (NEW) 500 GAL LP TANK 10'-0" - (SY OTHERS) -SANTANA AVENUE -------- Y------- RTY 4NE 100.42- -DRIVEWAY GE (E MSRSTNG) MAIN PANEL SINGLE FAMILY RESIDENCE 8005 SANTANA AVE. FORT PIERCE, FL U951 z W 0 SHED PROPERTY ()NE 100.43' GENERATOR SITE PLAN It O �5 ww ON 0 N W Q LL Q M � F ��LL QO C J H W W W 2 ItSCANNED WNNW a BY V . j- St. Lucie County Z w o N w e E2 8 ,m07/0912019 20F2 n zs'rl — W SCALE: 1'=1P41" AC ALTERNATING CURRENT MOP MAIN DISTRIBUTION PANELBOARD A/C AIRCONOTTIONING MTS MANUALTRANSFERSWITCH 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 ROOFTOPUNIT EXIST EXISTING BE SERVICE ENTRANCE RATED FPL FLOMDA POWER 4 LIGHT TYP TYPICAL G GROUND TEMP TEMPORARY GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND IRC INDIAN RIVER COUNTY UL UNDERWRITERS LABORATORY KVA KILOVOLTAMPERE UON UNLESS OTHERWISE NOTED KW KILOWATT V VOLT MC METALCIADCABLE VA VOLTAMPERE MOB MAIN CIRCUIT BREAKER W WATT MCC MOTOR CONTROL CENTER XFMR TRANSFORMER (E SCOPE OF WORK: • INSTALL20CAMP NONSE RATED ATE NEXT TO UTILITY METERIMAIN ON EXTERIOR WALL • INTERCEPT EXISTING INTERIOR MAIN PANEL FEEDER AND RE -FEED INTERIOR MAIN PANEL FROM NEW ATS. SEPARATE NEUTRALS AND GROUNDS IN MAIN PANEL • UTILIZE A PRE -FABRICATED GENERATOR PAD. • PROVIDE AND INSTALL (1) 221W GENERAC LP GAS GENERATOR. • PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM ATS TO GENERATOR. • PROVIDE (1) LOAD SHED DEVICE PER SIZING DATA THIS SHEET. • GENERATOR TANK AND GAS CONNECTION By FERRELLGAS UNDER A SEPARATE PERMIT: 1. • NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANELUNDERTHIS SCOPE OF WORK ELECTRICAL LEGEND: (SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT) —�— SURFACE MOUNT 120MON, 10, &WIRE PANELBOARD --�— FLUSH MOUNT 120MUV, 10, 3-WIRE PANELSOARD --0— SURFACE MOUNT 2T7/4BOV, 30,4-WIRE PANELSOARD —�— FLUSH MOUNT 277/1 30,4-WIRE PANELBOARD UTILITY METER CAN OR METERIMNN COMBO UNIT SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEWCONNECTION � Fri ei SB— NVAkii ND NON -FUSED DISCONNECT NON FUSED Fri SITE IR—NE... FUSEDDISCONNECT —Yf \_FUSEsve GENERATOR AND GENERATOR PAD GASSTORAGETANK ® NATURAL GAS METER GENERAL NOTES: • THE ELECTRICAL CONTRACTOR SHALLVERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH IN AND INSTALLATION DETAILWITH THE LOCAL UTILITY POWER COMPANY. • THIS ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE BTH EDITION(2017), LOCAL ORDINANCE, AND THE NATIONAL ELECTRIC CODE THIRTEENTH EDITION NFPA 70 (2014). • ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED INA NEATAND CRAFTSMAN LIKE MANNER BY PERSONS SKILLED IN THE ELECTRICAL TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN LICENSED IN THE STATE OF FLORIDA • THIS ELECTRICAL INSTALLATION SHALL BE PROTECTED FROM PHYSICAL DAMAGE AND SECURELY SUPPORTED AND FASTENED, WITH WORKING SPACE PER NEC 110.26. • PVC SCHEDULE 40 CONDUIT SHALL BE USED UNDERGROUND, IN OR BELOW CONCRETE AND WHERE EXPOSED NOT SUBJECT TO DAMAGE PVC SCHEDULE 80 CONDUIT SHALL BE USED WHERE EXPOSED, SUBJECT TO DAMAGE. • ALL MATERIAL SHALL BE NEW, FREE FROM DEFECT AND SHALL BE LISTED AND BEAR THE LABEL OF A RECOGNIZED TESTING LABORATORY. • GROUNDING PER NEC ARTICLE 250. • STANDBY SYSTEM INSTALLATION PER NEC ARTICLE 7D2, AND MANUFACTURER INSTALLATION INSTRUCTIONS. LOAD MANAGEMENT 'LCWLOADSHED 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 INTERRUPTION OF INDIVIDUAL CONTROL CIRCUITS (AHU/AC) AND POWER CIRCUITS (RANGE AND WATER HEATER). GENERATOR ADDITION RISER DIAGRAM mndNTS GENERAL NOTES: 1. LIGHT LINE WORK REPRESENTS EXISTING TO REMAIN, 2. DARK AND RED LINE WORK REPRE EQUIPMENT, CONDUIT, AND WIRE. CONDUIT AND WIRE SCHEDULE SYMBOL DESCRIPTION AO (EXISTING) OVERHEAD SERVICE RISER, WEATHERHEAD, AND UTILITY FEEDERS ® (E)USTING) I WPVC O4 BARE CU © (EXISTING)2'PVC SLEEVE W/9NO SER AL CABLE. (EXISTING) Me SER AL CABLE ® TPVC SLEEVE W/(EXISTING)"0 SER AL CABLE I -I M-PVC SLEEVE W/ GENERAC CABLE W/ 13) 93 TXXN CU, (1)"THHN CU GROUND, (5) 914THHN CU © TPVC Wit (3)OMe THWN AL, (1) ING THHN CU GROUND ® Willi W/ (7) #14 THHN CU OI IWPVC W/ (1) C4 BARE CU NOTE: NOT ALL CONDUIT AND WIRE SHOWN ON THIS SCHEDULE MAY PERTAIN TO THIS PROJECT. GENERAC COMPLETE ELECTRIC INC. RECEIVEM M7 SEBASTAN BLVD. SEBAterm.n mEs (/72)2880533 JUL 11 2019 Sizing Report ST. Lucie County, Permitting Raba Nominal Vera, 240 Generator Fuel Chote Propane Sii Mi(NEC WO) PM IV (Part 111 requked wselai Bradt lmptemontai Beer v Iid for whole louse) Ga,reral1-iiii a ReoapbUes leaOw Square Feel Beleg Cavered(fti 14M 4.210 Smart Appliance CIn1u0s (20 amps) Xiecten Cl.a, 2 3 Leurerycii,e ib 1 1.5 Managed EsSmaled Nameplate FlaebanPlace AoollareesBMobn Leeds (kWD Nmi 240V Lned(kWl One, 5.5 X 5.5 R .-Crrenw/Top ii X as Water Heeler 30 X 5.0 DleBweaher 1.6 13 Rehgarew 03 D3 pwgemw 0.0 0.8 WeIIP,mWp 13 1.5 Managed Eventual Nameplate AI,Cereanninc eCoolino Loade (km (amps) 240V head IkM 3.0 Tan Unit _ X 3.0 40 X 0.0 Marmi Estimated Nameplate HeetirgBHeal Pampa Lead. w (amps) 240V Lead (ken Heat Pump(3T) X 30 X 0.0 Estmated Actual UNEad Tranatenl Reaulremenl IUMI (UN) (URA) largasl Motifs aWdrg Amps lLRA1 274 77 n Lead NEC Summary NEC Lead (kW) Reculred General U,hbgaRareptmi 8.7 RsedbFPlace Appliarwsa Mows 24.9 Sumolea Generai Loads We 10.4 Cooetg 0 0 Heaing(wMOmaeW fai 0 0 Lageral HaeOnga CanMg 0 0 Siz,V based On requiwtmtds of NECAdble M. Pal 19.4 Bar than Minimum size gurnearm for male, Blarl, ra urann nls 11 eral BTU bed requlrad 40 324p00 SCANNED 20 kW Generale Model Generator Recommended BY Sf• ILucieftn Z M lGo - 0 w O M N d'Z 07m w p: w¢Q� ~TIN co EL n EL M m 0 DN L) U �E i 4 J� Uo U��`J.m �< a w E1 ,107/0912019 1 OF 3 :GENE ARATTOR•UNIT BYi SEPARATE SUBMITTAL R w (SEE CONCRETE PAD = SCHEDULE FOR MINIMUM z ­_WEIGHT'REQUIRED-)� ENGINLE=;IING PAD Fm THICKNESS FRONT VIEW PAD LENGTH I PAD ANCHOR G LOCATIONFG3154-4 19.859" I F 1.063"� - I I I 1 ram' I m 1 _ O Ef­,F�RQ E' ) I NIND LOAD iESULTANT x w x l7 � w { I z Z ' �I I ' 1- ` - 950I SIDE VIEW PAD (}-PAD WIDTH } THICKNESS HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) (ON-GRADEiAPPLI( fUN1S LENT ry I \ F i 1 I \\\ I I w I YI 1 \ I- J S ENGINEERING LEX RESS @ TYPICAL ANCHORAGE: (4) 3/8" DIA. AMIFAST CONCRETE INSERTS (PART# 165003 & TEST REPORT 95329 BY 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) ONLY) �N PE0004 5 ATED 5 ;OVfuG 'ECIFIC ANCE J ,OYP.0 LESS GORDON DIB THAN OR EQUAL TO THE POSITIVE OR PRESSURE'ASD' CAPACITY VALUES L ANY ASSEMBLY AS SHC HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE• I ". ,, S OF THE FLORIDA BUILDING CODE SIXTH EDITION (2D17). •/r . I T NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 3Y OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. ENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS (/STATED HEREIN. 4: THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, SNMPS,_RODTS, . I � G I I [� � = EOTHERB!�THESECONCRETE PADS HAVE BEEN DESIGNED A FOR AOMINII MINIMUM SOIL COEFFICIENT FED BY {� 7immom iCTION:g 0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADEDUIUS= S00 PC7. SHOULD OTHER CONDTIONS OR MATERIALS BE ENCOUNTERED, THEGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO P0.0CEEDING WITH THE WORK.RRIfAL GROUND, WHEN REQUIRED, TO 8E DESIGNED &INSTALLED BY OTHERS. ALLHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, tTC.) SHALL BE AS PER MANUFACTURERCOMMENDATIONS AND ARE THE E%PRE55 RESPON518IlITY OF THE CONTRACTOR.GINEER SEAL AFFIXED HERETO VALLDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF TH15ECIFICATION BY CONTRACTOR, e[. al. INDEMNIFIES &SAVES HARMLESS THIS ENGINEER FOR ALLST & DAMAGES INCLUDING LEGAL FEES U APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM FEDERAL CD CONSTRUCTION TlONSC FjBEYONDHIS' LA TFIAT. WHICH IS CALLED FOR BY LOCAL,TER-TI STAHTN E S OF EXISTING ES &FROM ALL BEIONS OF THISPIANi151� THE ISOMETRIC VIEW 7. WATER -TIGHTNESS CONTRACTOR SHALL ENSURE S UR SHALL ANY RE OVED.O PONSIRED W O WATERPROOFING INSTALLING CONTRACTOR.CONTRACTOR SHALLENSURETHAT ANYREMOVED ,OF STRUCTURE MEMBRANE IS RESTORED AFTER FABRICATION AND ViSORAN GN OF STRUCTURE R LEAKAGE ISSUES THIS ENGINEER SHALL NOT BE RESPONSIBLE LUBE.THEFULLPROOFING ORdEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALCBESHE FULLBESPONSI9IL=I`OF THE INSTALLING E O CONTRACTOR. '�- \ .� EE S. THE OF THIS ENGINEER QUENTYPRWERISTTOF SPECIALTY]ECORD HALL NOTTHE ENGINEER LE RECORD. CONSEQUENTLY, OF A THE ARCHITECT/ENGINEERGSURFCS-OF RECORD GN W IC BE RESPONSIBLE FOR THE INTEGRITY IN ALL SUPPORTING SURyFA�CESII� nTHIS DESIGN WHICH SHALL BECOORDINATED BYTHEANDDOS NOT DETAIN TOG�SII FIPR[�S-1(BNLj 9. THIS INFORMATION T IS CONTAINED HERE( DOES NOT PERTAIN SP,ECIFIED,bAT AND,E., @ MEASUREMENTS CONTAINED HEREIN IS S S H ON CONBEAHE R-SUPONSUIDATAAND`� MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD DIMENSIONS ARE R LIABLE T ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN HEREIN. WORK THEY MAY VARY VERIFIED BUT THMUST REMAIN WITHIN THE LIMITATIONS ENGINEERING EXPRESS HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR O ITY T REEVALU ENGINEERINGUONDISCOVERY BE NOTIFIEDANDGIVENNF T AN PRIOR MO TO REEVALUATE E OUR WORK UPON DISCOVERY D ANY INACCURATE INFORMATION PRIORTO MODIFICATION OF FOISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION - _OF MATERIALS. ALTERATIONS OR ADDITIONS 70 THIS DOCUMENTARE NOT PERMITTED AND ��'I�INVALTDATE OUR CERTIFICATION. II 10.i;�sD AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE IFEN (MENDED. 1[ 1 CONCRETE PAD SCHEDULE ITEM GENERATOR UNIT '_ ) UNIT DIM ENSIONS'(IN) fy MINIMUM UNIT1 WEIGHT (LDS)- Le=IRINJC :v % `� _ CONCRETE PAD MODEL II 'PAD DIMENSIONS (IN) PAD WEIGHT ((BS) WIND LOADS WIDTH; 1 LENGTH _u�1(�Iu� -HEIGHT WIDTH LENGTH THICKNESS ALLOWABLE PRESSURE (PSF) ALLOWABLE RESULTANT (Les) 1 BKW 1 25.00 48i00" 29'00,__f360-y ' JF,G3154-4G 30.56 53.56 4.00 240 30.72 296.93 2 IDKW 25.00 4B.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 4.00 240 34.57 334.21 4 16KW 25.00 48.00 29.00 448 1 FG3154-4G 30.56 53.56 4.00 240�- 35.26 340.85 1175 16KW 25.00 1 48.00 29.00 513 FG3154-4G 30.56 53.56 4.00- -240-- _38.53 ?/-372.44 6 17KW I 25.00 48.00 29.00 471 FG3154-4G 30.56 53.56 4.00 I, 1240, �38:40 ,� �351.88 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4.00 Iti �240,.` 34:37 v ! 332.20 8 2OKW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4.00 _C240'-"I 35.39^ �'-342.12 9 20KW I 25.00 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 _' l2401 .�_35.26 - '� 340.85 30 22KW 25.00, 48.00 29.00 466 FG3154-4G 30.56 53.56 4.00 240 'r 36.35 351.30 EI'� GINEERII NOTES:i EI\J: c_�I 1--.CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER VERIFIED BY OTHERS. FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH; fc 4, OO�PSI-A '2 DAYS E3 L0 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) . NO$ ATF PRE -FABRICATED GENERATOR PAD DETAIL IS NO U N O C w tii.~n�q�U lWL [n LLDLLW,¢hm W aV » rwZI ��LL 111T D =pig�s UCL �u><LL HS rc<w..00 m , a ^ wW gIII _;oz 0, U) CC _.z w �O I 14-1669A I SCALE: NTS UNLESS NOTED St. Luce C0iuo4v I lt 'ALL F Z CI o FZ cDm ()Q LL Z o wDO W N Q m 0 U) �E �m L W -o � U 0 1 o 5 U U J L1. W CI Q �F- m w o w wja m m E3 v. --07/09I2019 3 OF3