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HomeMy WebLinkAboutGENERATOR ADDITION RISER DIAGRAMABBREVIATIONS: AC ALTERNATING CURRENT MOP 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 AMU 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 NONSE NON SERVICE ENTRANCE RATED C CONDUIT FLOE PLACES (QUANTITY) CU COPPER CONDUCTOR PNL PANEL COVE CITY OFVERO BEACH PVC POLYVINYL CHLORIDE CONDUIT DC DIRECT CURRENT RMC RIGID METAL CONDUIT DISC DISCONNECT RTU ROOFTOP UNIT EXIST EXISTING BE SERVICE ENTRANCE RATED FPL FLORIDA POWER B UGHT TYP TYPICAL G GROUND TEMP TEMPORARY GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND IRC INDIAN RIVER COUNTY UL UNDERWRITERS LABORATORY KVA KILOVOLTAMPERE LION UNLESS OTHERWISE NOTED KW KILOWATT V VOLT MC METAL CLAD CABLE VA VOLTAMPERE MCB MAIN CIRCUIT BREAKER W WATT MCC MOTOR CONTROL CENTER XFMR TRANSFORMER CU GROUND RODS SCOPE OF WORK: • INSTALL200AMP BE RATED ATS NEXT TO MAIN PANEL INSIDE GARAGE. • RE.FEED INTERIOR MAIN PANEL, SEPARATE NEUTRALS AND GROUNDS IN MAIN PANEL • INSTALL COLD WATER BOND FROM ATS TO NEARESTCU WATER PIPING. • UTILIZE A PRE -FABRICATED GENERATOR PAD. • PROVIDE AND INSTALL(1) 22kW GENERAC LP GAS GENERATOR. • PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM ATS TO GENERATOR. • PROVIDE(2) LOAD SHED DEVICES PER SIZING DATA THIS SHEET. • GENERATOR LP GAS CONNECTION BY OTHERS UNDER A SEPARATE PERMIT. • NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS SCOPE OF WORK ELECTRICAL LEGEND: (SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT) -� SURFACE MOUNT 120204V, 10, 3-WIRE PANELSOARD -�- FLUSH MOUNT 12O204V. 10, 3-WIRE PANELBOARD �- SURFACE MOUNT 277/4BOV, 30, 4-WIRE PANELBOARD �- FLUSH MOUNT 277/48OV, 30, 4-WIRE PANELBOARD UTILITY METER CAN OR METER/MAIN COMBO UNIT -� SURFACE MOUNTAUTOMATIC TRANSFER SWITCH POINT OF NEW CONNECTION fFfl ESIZE I-Va»NFSRR--NE.NAMNp NON-FUSEDDISCONNECT `NON FUsm FR ESITE 3R- NEW+ RnnNo FUSED DISCONNECT JGL � Frate. E GENERATOR AND GENERATOR PAD GAS STORAGE TANK ® NATURAL GAS METER GENERALNOTES: • THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH IN AND INSTALLATION DETAIL WITH 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 IN A NEAT AND 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 702, AND MANUFACTURER INSTALLATION INSTRUCTIONS. LOAD MANAGEMENT "LCW 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 INTERRUPTION OF INDIVIDUAL CONTROL CIRCUITS (AHU/AC) AND POWER CIRCUITS (RANGE AND WATER HEATER). GENERATOR ADDITION RISER DIAGRAM NTS GENERAL NOTES: 1. LIGHT U NE WORK REPRESENTS EXISTING TO REMAIN. 2. DARK AND RED LINE WORK REPRESENT NEW EQUIPMENT. CONDUIT, AND WIRE. CONDUIT AND WIRE SCHEDULE SYMBOL DESCRIPTION qO (EXISTING)2-PVC UNDERGROUND SERVICE FEEDER ® (E)USTING) OVERHEAD SERVICE RISER, WEATHERHEAD, AND UTILITY FEEDERS © (EXISMNG)1/2'PVC R4 BARE CU 2-PVC WI 13) X4f0 THWN AL O 2•PVC WI(3) Me THWN AL,(1) RB THHN CU GROUND © 1-112•PVC SLEEVE WI GENERAC CABLE WI(3) m THHN CU,(1) 08 THHN CU GROUND, (5) C14THHN CU © 1414•PVC W/(3) 03 THHN CU,(1) 08 THHN CU GROUND © 3/4'PVC WI (7) 814 THHN CU Oj 112•PVC Will) 94 BARE CU NOTE: NOT ALL CONDUIT AND WIRE SHOWN ON THIS SCHEDULE MAY PERTAIN TO THIS PROJECT. COMPLETEELE ICI Lra COPY W7 SEBASTIAN BLVD. SEBASTIAN, FL SM58 (772)3884533 Sizing Report Saint, Infomadon for Wrte U Rd Fort land, yD,19,17 FM Pierce, FL 3494] Rated Naml al Voltage 240 Generate, Fuel CMka Propane St Masted (NEC nor) PdAw (Pert 111 rMulrad for eNWad drmit lmpiemeNetbn, BON valid forx1bb Muse) General UBEeng 4 Rempadea SOuare Fm+a9a Beeg Coveretl (ft"2) SIM Small AppOa�.1ts (20 ampsl 2 eed t CI W LuMryBcuia 1 GENERAC' ST.LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELE DATE- PL g s3�a DATE:.. MECf4 s MBwgeO Es(10N) N(-Pal F4e0.N-Place Amfurvxa & Mabrs 240WATEirvun Wryer 5.5 0 X SS Water Heater 5.0 0 X 5.0 WaterHeater 0 % . M..M...3 1. 0 1 .3 DislmasEer .5 0 1.5 r RRefrigeRefrigerRefrigerator0 .8 0 0.8 ter 0.0 0 0.8 Fre., Preemr 0 0.8 Pas Pwnp 2.0 0 ZO 20 Was Pump 1.5 1.5 0 1.6 WeO Pmr¢ 1.5 0 1.5 Managed EsBmded Nameplate Alr ConStl.r1W Ceder, Loads (kW) (ampa) San Wad fkW) 20 Ton Unn % SO 0 X 0.0 4.0 Ten Unit X 4.0 0 X 0.0 Narrated ENlmeted N.P%W HeeMg a Heat Pumps Leda (kW) (anpa) 240V Lead(kWl Heat Pump(20 Ton) X 20 21 X 0.0 Heat Pump(4Tm) % 40 40 % 0.0 E ded PSNN Ulluead Tran5lent Reoulrement (LRA) (LRA) (Ulm LarBosl Moth SaN�g Amps (fJW) 276 109 109 Summary NECload General UgMng 4 Reeepaem Sure Of General Leads 4 Meters Gum of all General Loads Cod, Reuters (a rdemaM acbm) Larger of Head, 4 CMR, Siring Eased on rMArememe of NEC Mee M. Pan IV E ¢"rile, Unite= e1Ze g0M2br for nplOr sadW raliulle mama BTU lMr! Reuirad Mad NEC w Rryu've l 134 257 SCANNED 39S 218 0 0 BY 0 0 St. Lucie County 0 0 21.8 08 1a 350000 22 kW Generao Model Generator Recommended Z m m � � t • I m W LL 4 m W Q m WWNE DO �mU) O U �E m uo U4u K Ow�m K�aPa 0 } JL c a LLi ZUC V WtuI m ° Z n n E1 e,_02128n010 1�1- t OF 3 R\eenemtor dr ln9s102-25-2019 Rebecca Doualas102-25-2019 Rebecca Doualas.dw0. 3/1/2019 2:02:38 PM m m z S Zy b o� z i i3 3 'n ,mml �� Ooo m im ' -ni mo �� �$ m� � H rp y� moo y90 I NrA p,y PROPERN ONE 2B2.00' I z m I m Am H =� O 9 W S' 0 y m $ �� pp z m m 5 m nm O m 7 mymz Om C = C LlJ m mem^ m n<0 �Pm r x 90K O yC,\ m •, ` .. .., ..v ..:. 77 rn )911 � "Z I .PROPERN ONE 282.00' I m 0 af - Fi �4 Y O� 6 Ili COMPLETE ELECTRIC, INC.NTNEW GENERATOR FOR: O ", 1 1REBECCADOUGLASS GENERATOR U C(, t^ 637 SEBASTIAN RD."^N 3746 WHITEWAY DAIRY RD. SITE PLAN/ E 4 SEBASTIAN, FL. 32958°' FT. PIERCE, FL. 32947 C� (772)386-0533EC 0001911 L.GEN ATOR-U� 1' SEPARATE SUBMITTAL (SEE CONCRETE PAD I SCHEDULE FOR MINIMUM E➢\➢G➢NEERi➢O➢G FRC PAD ANCHOR LOCATION FG3154-4G � u i IV! 9.859-1 n .. 1.063" II 3 0 I N 1 v I 1� 17.625" -IL_�JLc;- �jL-=" IC II\ 1 i art o� NIND LOAD iESULT�ANT /I I i o Z J 95° SIDE VIEW PAD PAD WIDTH THICKNESS LII IDDTr AIUC fYl1Uf`6CTC TYPICAL ANCHORAGE: (4) 3/8- DIA. AMIFAST CONCRETE INSERTS (PART# 16.5003 & 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) nAr% cfln r-r_!nIMnArr-%nc ALLOWABLE DESIGM. ,\ A REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN: WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN / OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DONMENT ARE NOT PERMITTED AND �.�,�,INVALIDATE OUR CERTIFICATION., 1_D. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CONCRETE PAD SCHEDULE UNTT DIMENS7N`N)- �•!: PAD DIMENSIONS (IN) WIND LOADS 1 , MINIMUM j UNITY CONCRETE PAD ITEM GENERATOR UNIT WEIGHT PAD MODEL# WEIGHT ALLOWABLE ALLOWABLE WIDTH LENGTH I (LBS) '} WIDTH LENGTH ' THICKNESS (LBS)', PRESSURE RESULTANT NJ Sll I 8KW I 25.00- 08:00' 429A07) -f360"d 3l 3154-4G 30.56 53.56 4.00 240 30.72 296.93 2 IOKW 48.00 29.00 407 FG3154-4G 30.56 53.56 4.00 240 33.13 320.25 3 14KW 48.00 29.00 435 FG3154-4G 30.56 53.56 4.00 240 34.57 334.21 4 16KW 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 240:_ _35.26 340.85 7/5 16KW ]25.00 48.00 29.00 513 FG3154-4G 30.56 53.56 4.06•z- -Aq- 7r372.44 6 17KW 48.00 29.00 471 FG3154-4G 30.56 53.56 4.0'0 1<240�s°L401 �38�.53` �,351.88 7 17KW 46.00 29.00 431 FG3154AG 30.56 53.56 4.' I= =-240 39:37 (, 332.20 B 20KW 25.00 48.00 29.OD 451 FG3154-0G 30.56 53.56 4.D0 II -'-i4_6 � 35f39/n N1342.12 9 2OKW 1 25.00 48.00 29.00 448 FG3154AG 30.56 53.56 4.00' t-240'���35.26 >340.85 10 22KW 1 25.00 46.00 29.OD 466 FG3154-4G 30.56 53.56 4.00 240 S 36.35 351.38 CN1\.7➢I VI ��EI f➢�I- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. /<Pi�FjL SSPNLL7HICKNE55 OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, FC 4 000 PSUAT 28 DAYS Lk 3-ALL OTF/ER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED VER 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) . i NOS AT.E PRE -FABRICATED GENERATOR PAD DETAIL s O'L' CENN k00, P.E �i SHEET 1, TMis JFADIGIT LLV 4A REMAIN D' r, & PRENM 5 DOCUMENT ODERED MGM FTERE IS NO WIDE ON SHEET DOES NOT MMER'S 4TURE R SFAI, 1CO%/Dm", ON JV J �LLma� z m W diw O 'A O o H mm C] �z o w Ll aol O w i a g o LL al0 Nm n am Pi 000 V p 6 W N Q❑ V f� B IncLLI b O �,b o u O I 14-1669A I UKsT�4 z ao U D:N �Z _j UJ P LL W mUl g m W ED EL 0 m 20LU O U �E a J .4K Uo W g0a ado Lb a4 K a E3 ,,T 02/28/2019 30F3