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HomeMy WebLinkAboutGENERATOR ADDITION RISER DIAGRAMi 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 BE 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 LION UNLESS OTHERWISE NOTED KW KILOWATT V VOLT MC METAL CLAD CABLE VA VOLT AMPERE MCB MAIN CIRCUIT BREAKER W WATT MCC MOTOR CONTROL CENTER XFMR TRANSFORMER ATTIC QSTI)NG) 00 AM200 AMP (E 200 AMP AETERANAIN GENERAC SE RATED ATS COMBO 120/24010 GRADE (EXISTING) WATER LINE (EXISTING) (2) 5/8" X 8' CU GROUND RODS SCOPE OF WORK • INSTALL 200AMP SE RATED ATS NEXT TO UTILITY METERAMAIN COMBO ON EXTERIOR WALL • UTILIZE A PRE -FABRICATED GENERATOR PAD. • PROVIDE AND INSTALL (1) 22kW GENERAC LP GAS GENERATOR. • PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR FROM ATS TO GENERATOR. • LOAD SHED PER SIZING DATA THIS SHEET. • GENERATOR LP GAS CONNECTION BY OTHERS. • NEW LP TANK TO BE PROVIDED AND INSTALLED BY OTHERS. • NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS SCOPE OF WORK 200 AMP MILO PANEL ELECTRICAL LEGEND: - SURFACE MOUNT 120204V, 10, 34VIRE PANELBOARD FLUSH MOUNT 120/204V, 10, 3-WIRE PANELBOARD �- SURFACE MOUNT 277/4BOV, 30, 4-WRE PANELSOARD FLUSH MOUNT 277/480V, 30, 4WIRE PANELBOARD UTILITY METER CAN OR METER/MAIN COMBO UNIT -�- SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEW CONNECTION (NEW) GENERATOR: AIR COOLED ®100AMP BREAKER FRAME SIZE NV 3`R NEMA RATING NON -FUSED DISCONNECT NON FUSED FRAME SIZE Vp 3Rf NEMA RATING FUSED DISCONNECT *"- FUSE SIZE © GENERATOR AND GENERATOR PAD GAS STORAGE TANK �;CANNW BY ATTIC GRADE GENERAL NOTES: • 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 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 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 "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 INTERRUPTION OF INDIVIDUAL CONTROL CIRCUITS (AHU/AC) AND POWER CIRCUITS (RANGE AND WATER HEATER). ADDITION RISER DIAGRAM NO SCr1I E GENERATOR GENERAL NOTES: 1. LIGHT LINE WORK REPRESENTS EXISTING TO REMAIN. 2. DARK AND RED LINE WORK REPRESENT NEW EQUIPMENT, CONDUIT, AND WARE. CONDUIT AND WIRE SCHEDULE SYMBOL DESCRIPTION OA (EXISTING) 2-PVC UNDERGROUND SERVICE FEEDER ® (E)USTING) OVERHEAD SERVICE FEEDER © (EXISTING)1/2"PVC 94 BARE CU (EXISTING) 2-PVC SLEEVE WI (3) #4/0 SER AL CABLE © 2112"PVC W/ (6) #410 THWN AL, (1) #6 THHN CU GROUND OF 1-1/2"PVC SLEEVE W/ GENERAC CABLE WI (3) #3 THHN CU, (1) 8 THHN GROUND, (6) #14THHN CU © 1-1/2-PVC W/ (3) #3 THHN CU, (1) #8 THHN CU GROUND © 314"PVC W/ (7) #14 THHN CU Oj (EXISTING)1/2"PVC W/ (1)#4 BARE CU COMPLETE ELECTRIC INC. 637 SEBASTIAN BLVD. SEBASTIAN, FL 32958 V72) 38MS33 Sizing Report GENERAC' Rated Nominal Voltage 240 Generator Fuel Choice Propane Sizing Method (NEC 220) Part IV (Part III required for selected circuit Implementation, Both valid for whole house) General Ughting & Receptacles Load (kW) Square Footage Being Covered (N"2) 2300 6.9 Small Appliance Circuits (20 amps) Kitchen Circuits 2 3 Laundry Circuits 1 1.5 Managed Estimated Nameplate Fixed -In -Place Appliances & Motors Loads (kW) (amps) 240 V Load (kW) Dryer 5.5 X 5.5 -Microwave 1.3 1.3 Oven 5.0 X 5.0 Pool Heater X 5.0 -X-0.0- Water Heater 5.0 X 5.0 Dishwasher 1.5 1.5 Freezer 0.8 0.8 Refrigerator 0.8 0.8 Refrigerator 0.8 0.8 Pool Pump 2.0 2.0 Well Pump 1.5 1.5 Managed Estimated Nameplate Air Conditioning & Cooling Loads (kW) (amps) 240 V Load (kW) 3.5 Ton Unit X 3.5 X 0.0 Managed Estimated Nameplate Heating & Heat Pumps Loads (kW) (amps) 240 V Load (kW) heating element gl X 0.0 40 X 0.0 Estimated Actual Utilized Transient Requirement (LRA) (LRA) (LRA) Largest Motors Starting Amps (LRA) 276 109 109 Load NEC Summary NEC Load (kW) Required General Lighting & Receptacles 11.4 Fixed -In -Place Appliances & Motors 24.2 Sum of all General Loads 35.6 20.2 Cooling Hearing (w/demand factors) Larger of Heating & Cooling Sizing based on requirements of NEC Article 220, Part IV 20.2 Elevation 0It Minimum size generator for motor starting requirements 16 BTU load required 350000 22 kW Generac Model Generator Recommended 4 5 Z;-5Gv = Do to V N �ZCl) co UQJo LL ao W 03 < ILLI W0C m n (0 O to U d LJ % Lo U LU . 0 O > rn tL > Z LL a W U Ix W W W W O=MO_ W ' 0 Z CV O LL F drawings\05-31-2018 Henry Veit\05-31-2018 Henry Veitdwg, 611/20181131.15 AM I ♦ z A D 1 to r 3 m� ♦ O Z A z r }I m ♦ o� m S g� m ♦ r m b z� Om i0 ♦ zz 1 .-:.o ............. ................ ................. ., ............................... ♦ /' o° /�� .v op o T NEW GENERATOR FOR: I O�nFLF� COMPLETE ELECTRIC, INC. O " w 1 1 HENRY VEIT GENERATOR v CL 0 637 SEBASTIAN RD. N 2703 BENT PINE DRIVE SITE PLAN E SEBASTIAN, FL. 32958 n,nvv W FORT PIERCE, FL. 34950 I IC, (772) 388-0533 shvEr+ u0s/at/20t8 EC 0001911 T�1 0 m Ii .GENERATOR.UNtr bY' I = SEPARATE SUBMITTAL W (SEE CONCRETE PAD I = SCHEDULE FOR MINIMUM "tl_ UEIGHM.FQUfiRED)r' ENGINEI ERI3 1 FRONT VIEW PAD LENGTH f1 ANCHOR LOCATION FG3154-4G 9.8591, 1.063" 4 o 3 I N I I I I 19 ESN-"9f\�3° WIND LOAD RESULTANT , I w H I i I z z � z z L-----_j 95° SIDE VIEW PAD -- PAD WIDTH THICKNESS ALLOWABLE DESIGN PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC, LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE a` WITH THE APPLICABLE BUILDING CODE SHALL BE LESS( THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN nf� PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ERAL NOTES ANY ASSEMBLY A9SHOWN. ���1T i� •� NrT(./j c "_'• -/1 5•THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH. THE � YREQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBC. ' \ \ y ' 2 ,� GO�S�TIVCAND NEGATIVE DESIGN PRESSURES CALL'uwtD FOR ust w1IH IHIs sYaTEM SHALL BE r �j'- _ ^t..,, '+,,,,�,� '�rDTERMI�IED'BY OTHERS ON A ]OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. \ \ I 4�3 s> ,.MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS \ ��''STATED HEREIN. _ 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, i' `� NJ LzJ � y �'� � OiHERS� HGES�CTdNCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOILCOMPACTED COEFFI COEFFICIENT OFED BY REMOVED PRIOR TO INSTALLATION ON SOIL AS w Y' FRI + ,.<0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE o' w MO LU = 100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE \� Th ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. •� �' \ S. 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 OF THE CONTRACTOR. 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS..SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et, al. INDEMNIFIES & SAVES HARMLESSTHIS ENGINEER FOR ALL $ k i ' �• COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING-FROM,MATERIALy o �EN�N FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRA&-ESIBEYOND THAT WHICH IS'�CACLED FOR { t QA BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATION5 OFTHIS.11 1 15��� ISOMETRIC VIEW 7. WATER TIGHTNESS OF EXISTING FINISHES SHALL BEITHE FULL RESPONSIBILITY OF1 HE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT Al# REMOVED:,6 ETERED)WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION DF STRUCTU)IE'PROPOSED �h HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOk ANY WATERPROOFING,O LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHAL`IUB&T E FULL RESPONS BILITY Q� THE K . it I INSTALLING CONTRACTOR. �-`-`C. ,��`"•�I II 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIAL Y ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES j• O TM15 DESIGN' HICH'SHALL BE COORDINATED BY THE PERMITTING CONTRACT,Q&1 � I E�3 Lam.. r- V ) f 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO -ANY SP,EGIFIGPf�OIEGT SI�E.-• q;, INFORMATION CONTAINED HEREIN IS BASED ON CONTRACi,ORaSGPPLi'ED.T 'ATA,, AND; MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE 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 REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN r OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELDCONDITIONSAND FABRICATION AND INSTALLATION y • �.- •+,.._+..,,,,OF.MATERIaLS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND ,,�INVALIDATE OUR TE IN3ERf 7 ` y lb ✓ EXCEP..T A EXPRESSLRV PROVIDED HEREIN- N(1 At)nlTi(1NA1 CFRTIFifATif)NC (1R AFFIRMATTnMc: ARF (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) i HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) (ON -GRADE, APPLICATIONS ONLY) jt IxCONCf2ETE PAD SCHEDULE UNIT DIMENSIONS (TN),J N MUM \ PAD DIMENSIONS (IN) WIND LOADS (UNIT/ PAD ALLOWABLE ALLOWABLE ITEM GENERATOR UNIT WEIGHT CONCRETE PAD MODEL # WEIGHT WIDTH HE 11T; � °! . (4B$)^ N WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT L� (PSF) (LBS) 1 8KW 25.00 48�,00",, V29 00"j 360 � jF'oa4-4G 30.56 53.56 4.00 240 30.72 296.93 2 1OKW 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 4.00 240 34.57 334.21 4 16KW 25.00 148.00 29.00 448 FG3154-4G. 30.56 53.56 4.00 240..y 35 26_ 340.85 j' 5 16KW I 25.0 - 48.00 29.00 513 FG3154-4G 30.56 53.56 4. 00240 �3853 ) 372.44 6 17KW 25.00 48.00 29.00 471 FG3154-4G 30.56 53.56 4 00 , A51.88 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4.66 v�r2403�� c ~34 3 332.20 fez i 8 20KW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4 p0 �. r" 240 j ` 35.397 i342.12 9 20KW 25.00 48.00 29.00 516 FG3154-4G 30.56 53.56 4.00"374,09 SO 22KW 25.00 48.00 29.00 526 FG3154-4G 30.56 53.56 4.00 240 -4 '.I '3 o 378.93 NOTES; � � � � @ M1..� I i �'"•� y fl_... 1 CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. s s" ai v x q.. 2= FULL THICKNESS OF�PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH'ft-4 000•PS!-AT 28 DAYSt,' 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED-PEINIFFERENT-ffdP 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 I;ACE (NOT SHOWN) . I NO SCALE PRE -FABRICATED GENERATOR PAD DETAIL ( L. BENNARDO, P.E. 046549 ,SWIR11GPl.,VPEARS EFlOt9 �+� /�� EYT,111 P.E. FOR 1PERMIT ONI.)UNO mY aGtUG)N4ENGWEER G 0 JoUlu W. <QWg. WW os Cl m4 K-on O', J V w �%l LL/ / � LU 0 W �O L_ z 0 _ U o tn N � w � 0tz � O VI cy-,ao� M z U g Y .J. U aun < d O w LL U E a = ry CI w L 1- I --I rn d z U) o Tn 0 o/ � o U -W `D 0 w x a S O O '6 o UIy- F icA- �O��gy. S2F - 3 J J J oa�aa�� n o <�I �a �i o _ aN o 2 q. g gal., w!=MR 8NER, rc?-a, z 3w COPYRIGHT ENGWEERING EXPRESS 14-1669A SCALE: N.T.S. Z'-zln' oLo M co M WLL ao w < coi wc)�C m m(DW O U J LLJ Leo O�Oj W LU 0 110 O > 'rn LL 0 FU LL > Z W }dL) K LUxma Wco I- N0 Z NO E3 c�T 05/31/2018 L 30F3