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HomeMy WebLinkAboutConstruction PlansABBREVIATIONS: AC ALTERNATING CURRENT A/C AIR CONDITIONING AFG ABOVE FINISHED GRADE AL ALUMINUM (CONDUCTOR) AHU AIR HANDLING UNIT ATS AUTOMATIC TRANSFER SWITCH AMP AMPERE AFCI ARC FAULT CIRCUIT INTERRUPTER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE C CONDUIT CU COPPER(CONDUCTOR) COVB CrTYOFVEROBEACH DC DIRECTCURRENT DISC DISCONNECT EXIST EXISTING FPL FLORIDA POWER S LIGHT G GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IRC INDIAN RIVER COUNTY WA KILOVOLTAMPERE KW KILOWATT MC METAL CLAD CABLE MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANELBOARD NEWGENERATOR: AIR COOLED GENERAC 22KW = aR=EPXER GRADE I MTS MANUAL TRANSFER SWITCH MSS MAIN SWITCHBOARD MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NTS NOT TO SCALE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NON -SE NON SERVICE ENTRANCE RATED PLCS PLACES (QUANTITY) PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT RMC RIGID METAL CONDUIT RTU ROOFTOP UNIT Be SERVICE ENTRANCE RATED TYP TYPICAL TEMP TEMPORARY TRANS, TX TRANSFORMER UG UNDERGROUND UL UNDERWRITERS LABORATORY UON UNLESS OTHERWISE NOTED V VOLT VA VOLTAMPERE W WATT XFMR TRANSFORMER INTERIOR INTERIOR EXISTING NEW 200AMP 200AMP PANEL GENERAC BE RATED ATS EXISTING INTERIOR WATERLINE SCOPE OF WORK • INSTALL 200AMP BE RATED ATS NEXT TO INTERIOR PANEL. RECESS ATS IN WALL IF POSSIBLE. INTERCEPT EXISTING SER CABLE AND RE -FEED INTO NEW ATS. • RE -FEED INTERIOR PANEL, SEPARATE NEUTRALS AND GROUNDS IN PANEL IF REQUIRED. • INSTALL COLD WATER BOND FROM ATS TO NEAREST CU WATER PIPI NG. • UTILIZE APRE-FABRICATED GENERATOR PAD. • PROVIDEAND INSTALL (1) 22kW GENERAC LP GAS GENERATOR. PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM ATS TO GENERATOR. • PROVIDE it) LOAD SHED DEVICE PER SIZING DATA THIS SHEET. • NEW LP TANK TO BE PROVIDED AND INSTALLED BY FERRELLGAS UNDER SEPARATE PERMIT. • NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS SCOPE OF WORK NTS ELECTRICAL LEGEND: (SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT) FRA S.. --�— SURFACE MOUNT 12024DV, 10, 1WIRE PANELBOARO _�1ax�^Eun R^nND NON -FUSED DISCONNECT NON NEED —�— FLUSH MOUNT 120240V, 10,3-WIREPANELEOARD _�— SURFACE MOUNT 277/4e01 30, 4-WIRE PANEL130AR0 —�— FLUSH MOUNT 277/48OV, 30, 4-WAE PANELBOARD UTILITY METER CAN OR METER/MAIN COMBO UNIT �— SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEWCONNECTION EXISOTING 12024014, EXTERIOR EXISTING (2) SS' X 9' CU GROUND RODS FRPME.In — 20 _P?m�NEWRATING FUSEDDISCONNECT `FNE91ZE GENERATOR AND GENERATOR PAD GAS STORAGE TANK ® NATURAL GAS METER GROUND ROD ST.LUCIE COUNT PLAN REVIEW PLUMB: DATE: MECH: DATE: GENERA -NOTES: • THE ELECTRICAL CONTRACTOR SHALLVERIFY 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 6TH 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 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 1102e. • PVC SCHEDULE 40 CONDUIT SHALL BE USED UNDERGROUND, IN OR BELOW CONCRETE AND MERE 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 LIBEL OF A RECOGNIZED TESTING LABORATORY. • GROUNDING PER NEC ARTICLE 250. • STANDBY SYSTEM INSTALLATION PER NEC ARTICLE702, 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 EBB ENTIAL CIRCUITS ARE ALWAYS POWERED. LOADS ARE SHED THROUGH INTERRUPTION OF INDMDUAL CONTROL CIRCUITS (AHU/AC) AND POWER CIRCUITS (RANGE AND WATER HEATER). GENERATOR ADDITION RISER DIAGRAM GENERAL NOTES: 1. UGHT LINE WORK REPRESENTS EXISTING TO REMAIN. 2. DARK AND RED LINE WORK REPRESENT NEW EQUIPMENT, CONDUIT, AND WIRE. CONDUIT AND WIRE SCHEDULE SYMBOL DESCRIPTION O EXISTING 2'PVC UNDERGROUND SERVICE FEEDER O EXISTING 112-PVC W/ (1) N BARE CU © EXISTING 2'PVC SLEEVE WI MO SER AL CABLE 0 EXISTING Me SER AL CABLE O PPVC SLEEVE W/ EXISTING WO SER AL CABLE © 1.1/4'PVC SLEEVE W/ GENERAC CABLE WI (3) Al THHN CU, (1) 48 THHN CU GROUND, (5) 814THHN CU © 2'PVC W/(3) Me TRAIN AL, (1) IS THHN CU GROUND © 3/4'PVC W/(7)#14 THHN CU O 12'PVC WI (1) B4 BARE CU NOTE: NOTALL CONDUIT AND WIRE SHOWN ON THIS SCHEDULE MAY PERTAIN TO THIS PROJECT. GENERAC FILE®�� Z Go om U ICN 07 SEB STIAN BLVD.INC. SEBASTOW, FL 3P9eB' (~J ...I LL9 m2)3ae Ds33 W00 Sizing ReportUU =RECEIVED mF W InJ 1 Danny Regellbn l°` i a M m NDannyPI.B Pori ot0 .,Oe. V aMl.n 95 FOR PIanre,R 34951 E Jy�`m Raletl NoVillage 240 4/ Genemtp' NFuO, el,kolm Pedal J � Uo SIrLg McNed(NEC220) Panty tlrttit MplemeNagan, BoT torwaola (rouse) 'T-U Woo, (Pen III requim4lor selecla4 valitl �, General UgNWig d Receplm3ee LnM (Wo Square FocIa, Being Covoretl (nM) 1950 Bas SmMAPPU. Cine.eu, (20 aevO) WI CleuiIN 2 3 LauMry Clrc.iN 1 I.e W Managed ESRuretetl Nameplate tll Rve61n-Place AeoGenreed MObre I-eOde P.5 (ronPe) 240V Lae45 F-Z � Z (D W O (7 Dryer 1.3 % 5.3 Water Hva Water Heater 5.3 5.0 5.3 X Z 1- 3 Renge-Oven w/Tap 85 X BeBS (9 0 sMr is Q Reif, Heln9eretpr 0.8 OA DA OA WeO Hmro 115 15 Freezer 0.8 0.0 Managed EeEmoletl Nameplate Alr Conchgeree d Co011nq Laatla w (amps) 240V than(kM K W h 4.0 Tan Unil X 4.0 X OD 3° MenagaC Ee 10d NOBNI fO If J PQj Heallnq d Heat Pumps Lwtle (MY (amps) 24OV tnetlw K W O O ItaK Heat Pump(4 Tan) X 4.0 4D X 0.0 W W toW EetOORatl A w Ulili J Z U 'Ran I M81I*emeed (I -RA) (LRA) (LRA) Z Wz g W Q ZCI d Lagest Molar§Slarlmg PmPo (Led) TZ4 IN 1W Cl N oc LOatl NEC Z Summery NEC toed (WTI Requlretl Generel Ugfa'ug BPecepMGes 10.4 Rx Plam App4xrcesd Molcre 248 Sumcfal Genemlloatls 352 20.1 Cooling 0.0 0.0 Heagng (wMemaM Lade) 0.0 0.0 La,erol Hea W&Cpcling 0.0 0.0 SWM based on requkemenb of NECANcle M. Pen 20.1 E-1 Elevatlan 0rt Minimum skegenemlarbrmpla etasglq requ'vemema to BTU batl raryved 356000 [4^06I23I2020 1 OF 3 22 kW Generac Model Generator Recommended IL PROPERTY LINE 194.7T 6.0' UTIUTY & DRAINAGE EASEMENT r•-•-'-'-'-'-'-'-'-'-'---•--- i i - ' -' - -- - --•-•-'-'- i I " COVERED - SINGLE PATIO - RESIDENCEY //.; LANE i FORT5105 PIERCIAN E, L. FORT PIERCE,FL 34951 103.5' i NEW ATS EXISTING PANEL GARAGE UTILITY b '1014) ' V-0 I DRIVEWAY 0 I ' • �' _ _ � . � • 6.0' lAY&DERNAT INAGE 37.2- ERATOR LINE 205.92ANDPAD Ol PROP NEW 500 GAL L • LP TANK (BY OTHERS) 1 N GENERATOR SITE PLAN W � E s mL \ p m LL In m R W p OWWLL mW WJ U W c7az_a O Z GLE E-2 ,._06n312020 WF- 20F2 C 1V b SCALE 1' =10'-0° ItiEN D \ o F I PAD CKNESS \ ' � .PAD LENGIN' ISOMETRIC VIEW ANCHOR LOCATION FG3154-4G -� r----fl F------ -Ir- S ",OIi-T- U \� 9.859" N 1 O I 1.063' - - 0 11 .d_1 -� -E�1 b 1 I I m 1 i-17.625"-} I 4 I / 1 JL_ } 53.60" (PAD LENGTH) { PLAN VIEW FG3154-413 TYPICAL ANCHORAGE: (4) 3/8P 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) WIND LOAD RESULTANT s m lD Z HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) (ON -GRADE APPLICATIONS ONLY) SCI1N MERE: ABOUT THIS DOCUMENT ENGINEERL'ERTIFIEDONIGINALS VAREA T1UNS&MORE INPoRLIATION CAN BE FOUND BY VEINING .J ENGUMERINGEKPRFSS.COM/SN)RE OR BY SCANNINGOR MING I THE WEB ADDRESS FOUND HERE> THIS VALIDW IJV NSIL ENGINEER ORIGXAL ENGINEER CERTIFICATION nON 00. GO10 N FUIC.ID/MIW6 1/4" 0 ANCHOR LOCATION N I 117.98"-f ° n J 53.60" (PAD LENGTH) �' } PLAN VIEW FG5431-4G TYPICAL ANCHORAGE: (3) 1/4" DIA. CONCRETE INSERTS (PART# RM0119 & TEST REPORT # 12-0967 BY TEC SERVICES) W/ 1/4" DIA. BOLTII ASTM A307, 3' MIN. EDGE DISTANCE, 1-1/4" EMBED. INTO CONCRETE (MIN. BEARING STRENGTH = 6 KSI) �I c I GENERATOR UNIT BY !I SEPARATE SUBMITTAL (SEE CONCRETE PAD SCHEDULE FOR MINIMUM I WEIGHT REQUIRED) 1 l ( I 1 I � -dH E JA-.- r I 95a1 SIDE VIEW I FRONT VIEW.-� }I PAD WIDTH 1f 4I PAD LENGTH ALLOWABLE DESIGN PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A]OB-SPECIFIC BASIS IN ACCORDANCE WITH ME GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE 'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES 1. THIS SYSTEM ILLS BEEN DESIGNED AND SHALL BE FABRICATED 1N ACCORDANCE WITH ME REQUIREMENTS OF THE FLORIDA (WILDING CODE SOME EDITION (2017). 2. PoSITIVEANU NEGATNE DESIGN PRESSURES CALCULATED FOR USE WITH MIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A IODdPECIFIC BASIS IN ACCORDANCE WIDE ME GOVERNING CODE 3. MAXIMUM DIMENSIONS AND WEIGM OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. TIE ARM UNDER CONCRETE SIM ON GROUND SHALL HAVE ALL VEGETATION, STUMPS. RODTS. AND FOREIGN MATERIALS REMOVED PRIOR TO INSTAIlAIION ON COMPACTED SELL ASVERIFIEDNY OTHERS. THESE CONCRETE PADS. HAVE BEEN DESIGNED FOR A MINIMUM EEARINGGPACIIYOF ).000 PBF AND MINIMUM SUBGRADE MDWLUS • 100 PU. SHOULD OMERCONDDIONS OR MATERIALS BE ENCOUNTERED, ME ENGINEER OF RECORD SIMILE NOTIFIED PRIOR TO M�EDING WIMSE WORK. S. RESISTANCE M SLIDING OF TILE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHMACRRISIICS AND PAD IT ACENENT VARIES. 6. EIXTRICAL GROUND. WHEN REQUIRED, M BE DESIGNED& INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE. ETC.) SHALL BE FS PER MANUFACTURER RECOMMENDATIONS AND ME THE EN PRESS RESPONSIBILITY OF THE WNRUCIOR. L ENGMEERSML AFFIXED HIUMMO VAUDATES SIRUCNML DESIGN AS SHOWN ONLY. USEOFMIS SMOFIU71ON BY CONTRACTOR el. al. INDEMNIFIES & SAVES HARMLESS TIES ENGINEER FOR ALL COST & DAMAGES INCURRING LEGAL FEES & AWFWTE FEES RESULTING FROM MATERIAL BYLFABRICATION, U.&FE EEMLODES&MMOMPRACTICESBEYOND THAT WIIICIISOLLIED FOR BY LOGE STS FOR & f E WHERE CODES M1 BLE DEVIATIONS OF 1N15 PLAN. 15. O. HOLLOWPADS ESS OFEXISTINAPFUGBLEUYCODE. 9. WATER-TGIIIMOMMUCT RSHAL1 USTEESENSUE THAT BETHEFULL D ORALERESPONSIBILITY EDWOf RPIROOFING E INSTALLING CONRNCE IS REST R ED AF SHALL ENSURE TI WT ANY BUMMED 00. ALTERED RE PROPOSED HEIMRA REIN. PUS IS ENGINEER SHALL. NOT BE INSTALLATIONMR OFSTOOFING IROEAKAG ISSUES. MIS ENGINEER SHALL. NOi BE TIGHTNESS E NR ANY WATERPROOFING OR LOCKAGE ISSUES WHICH MAY OCNft AS WATER -TIGHTNESS SHALL BE ME CULL RESPONSIBILITY OFTHE THE OF PUS ECIOR 10. MEROPE OF TECORD. ONSEQEER EMITS PREDICT R IDJECTOFSPCCROF ENGINEER ALL NOT THE ENGINEER UERECORD. CONK ITY OF ALTIEPPOR ING SURFACES TO RECORD G SHALL BE HE COORDINATED TPEEERHTYOFCOSUACTOR. su.FnQsrD MIS Mslw Wlnw SHALL MIS DCUMEN IBYTNEPERMLT ES MEET PRO.. 11. MIS MATIONMISGENERICREI DSB MEET PERTAIN TOANY SPECFICMLOIE ASITE. INFORMATIONCONTNNEELIMEINISBASEDON CO MHEL RJESPONSI DATA AND FOR ERFMCEFTS.RONEOUS ENGINEERING CARESINACCURATE SHAM NOT BENTS. PIE9NSIONS ARE LIABLEINANYWAY FOR FRILONEDESOR POROUS AND DATAORSIGN CEME . THEY MAYVAAREGEOWN BU REMAIN WIFE I DESIGN POROUSANDOMMDESIGNICU. WORK SLYM1 BE VARYS VERIFIED BY C MUST REMAIN CONSTRUIIN THE CTION. ENGINEERING IED TTI&REIN.WORK SHALL BE FIELAM GIVEN DBTOTIIENS PRIOR TO CONSIR EEVALU TE OU WOW EKPON DISCOVERY SHALL EE NOTIFIED ANC GIVEN OMOIRTo MODIITY FI REEION OF E OUR WORK UIVNDITINSA D ANY INACCURATE INFORMATION I PRIOR TOTALS. AGTON OF LISTING FIELD 10 THIS FABRICATION ANDINSTALLATION ADD OF MATERIALS. AL1 ETUilONS O. ADDITIONS 101HI5 WCUI4NT ARE NET PERMITTED ADD INVALID ATEOURCERTFIOVIDED 12. EXCEPTMEND AS E'IPRESSLY PROVIDED HEREIN, NO ADDITIONAL. CEryTIFIGT10N50RAFFINNiIONS ME MENDED. CONCRETE PAD SCHEDULE UNIT MUNIT PAD DIMENSIONS (IN) WIND WADS GENERATORUNITITEM CONCRETE PAD ALLOWABLE ALLOWABLE UNITWEIGH PAO WEIGHT WIDTHIGHT (LBS) MOOELe WIDTH LENGTH THICKNESS (WS) PRESSURE RESULTANT (PSI) (LEES) 1 BKW 25.00.00 tDIMENSIONSIN) 360 3D.56 53.56 4.00 240 30.72 296.93 2 10KW 25.00.00 407 30.56 53.56 4.00 240 33.13 320.25 3 24KW 25.009.00 435 30.56 53.56 4.00 240 34.57 334.21 4 16KW 25.009.00 409 (DV30.56 d' .�I N M M LL � 53.56 4.00 240 33.10 319.97 5 16KW 25.00 ,9.00 513 30.56 53.56 4.00 240 38.53 372.44 6 1JKW 25.00 48.00 29_00 471 30.56 53.56� 4.00 240 36.40 351.88 7 17M 25.00 48.00 29.00 431 30.Sfi 53.56 4.00 240 34.37 332.20 8 2010W 2S.00 48.00 29.00 451 30.56 53.56 4.00 240 35.39 342.12 9 20M 25.00 48.00 29.00 448 30.56 53.56 4.00 240 35.26 340.65 10 22M 25.00 48.00 29.00 466 30.56 53.56 4.00 240 36.35 351.30 NOTES: 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. 2- MINIMUM COMPRESSIVE STRENGTH, L BE DESIGNED NEAT N DAYS. 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. NO$ Ai.T PRE -FABRICATED GENERATOR PAD DETAIL 07 LJ W N oa N £ /•FYIT U3 W 0) .0 w,-�JiWU (n '" W ** UT W LL W O 2awK ZW W><X. q x rca W $wl'3 ZX LUZ Lu OtiJ_w D? U WSW 3LL C SAW^EON W ° u) z. I W h' O 4 7 W F F= N F W LEE BIT LL a O N d SC 01, Z O u a n BEW Z V y U as LD a 0 J W O M S IL BE Q 0u 10 W ao$ O J O LDaa9 n a En ED ED f U DO W Z i_ N o 0 K 0 TO TO O I 14-1669A I iV C z�N< F- Z M L) = LL q UI F 0 W ED 0 [N[� F- LU U) to m �0LU 0 �E J a w Up U �oj E w K Z uT m LLJgm K W O J OQQWIZLL K_1m (I[WzV M w zo III o Z Y0 T I.E. E-3 n-06/23/2020 -11 30F3 IL