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HomeMy WebLinkAboutGENERATOR ADDITION RISER DIAGRAMABBREVIATIONS: 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 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 (NEW)GENERATOR: AIR COOLED GENERAC 22KW ®100AMP BREAKER GRADE SCANNED ELECTRICAL LEGEND: BY cgt Luck- e()Jt)6y �— SURFACE MOUNT 120/204V, 10, 3-WIRE PANELBOARD f FRAME SIZE N 3R--- NEMA RATING NON -FUSED DISCONNECT FLUSH MOUNT 120/204V, 10, 3-WIRE PANELBOARD NON FUSED — SURFACE MOUNT 277/480V, 30, 4-WIRE PANELBOARD FLUSH MOUNT 277/48OV, 30, 4-WIRE PANELBOARD UTILITY METER CAN OR METERIMAIN COMBO UNIT -®— SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEW CONNECTION FRAME SIZE 30AF►- 3RNEMA RATNG FUSED DISCONNECT FUSE SIZE GENERATOR AND GENERATOR PAD ROB 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 94 BARE CU pO (EXISTING) 2-PVC SLEEVE 0 2"PVC 0 1.1/2"PVC SLEEVE W/ GENERAC CABLE W/ (3) #3 THHN CU, (1) 8 THHN GROUND, (6) #14THHN CU © 1-1/4-PVC W/ (3) #3 THHN CU. (1) #8 THHN CU GROUND 0 314"PVC W/ (7) #.14 THHN CU 0 112"PVC W/ (1)#4 BARE CU ATTIC GENERAC' (NEW) 6"x6"x24°LONG GUTTER E E E COMPLEreELECTRIC NO. RECEIVED W7 SEBASTLON BLVD. (NEW) O 200AMP (EXISTING) 200AMP (772)388105M 2958 JUN 2 ■ 2010 GENERAC SE RATED (EXISTING) PANEL Sizing Report ATS 200 AMP Permitting Depart METER/MAIN str LuCI® C04l1)1 COMBO p Rated Nominal VoMaga 240 120 010 1 Generator Fuel Ctgioe Propane Shig Metlgd (NEC 220) Part IV - (Pert III raWked for selected cult Implementation, Both va0d for whole house) General LgIdbg & Rewpbdes load OrW) SWare Footage Bekg Coved (LAM 2808. "18 SmdlAppAw=CUouft(2Damps) . KMchetr Ckwfls 2 3 Laundry Ctradts 1 15 (EXISTING) (2) 5/8° X 8' CU GROUND RODS SCOPE OF WORK: • INSTALL 200AMP SE RATED ATS NEXT TO EXISTING UTILITY METER/MAIN COMBO ON EXTERIOR WALL. • INSTALL NEW GUTTER ABOVE NEW ATS AND EXISTING UTILITY METERIMAIN COMBO. • 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. �GENERAT9,°iP�GASCGNNE�TION-BY--FERRELI GAS -AS .A.SUBCONTRACTOR-UNDER THIS PERMIT. NEW LP TANK TO BE PROVIDED AND INSTALLED BY FERRELLGAS UNDER A SEPARATE PERMIT. NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS SCOPE OF WORK. GRADE (EXISTING) WATER LINE GENERAL NOTES: • THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVILE ROUGH IN AND INSTALLATION DETAIL WITH THE LOCAL UTILITY POWER COMPANY, i • THIS ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6T11 EDITION (2017), LOCAL ORDINANCE, AND THE NATIONAL ELECTRIC CODE THIRTEENTH EDITION NFPA 70 (2014). 1 • 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 SOHFnULE_40 CON DULL SHALL BEILSED UNDERGROUND. IN OR BELOW CONCRETE9ND WHERE EXPOSED NOT SUBJECT TO DAMAGE. PVC SCHEDULE 80 COUrtSFfALL BE GSED-WHERE-EXPOSED­,SUBJECTTO-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). rro cn I GENERATOR ADDITION RISER DIAGRAM, _ s `o'00 U C4 w Z M m Cn to Lu LL 9 . WSoo Lu � CO r a C) g(0� O U G� �� Uo p` U o Oj a_ W J Fbw&kr•Ptaw Aen6arrcas & Molas Dry_ Managed ESWRa ed Loads W 55 Nameplate lend) 240 V X Load ONYX 55 FAbowave 1.3 13 oven 5.0 X 6.0 it W Wal_Hoaler &0 X 5.0 0 DlstmasIm 15 15 q� Framer Refrigendor as 05 as 05 Z t� W O Retdgendor oe 0.8 z r g Pad Pump 20 2.0 LU OD O Cody Top 3.0 X 3.0 Q Air Condr0a na & CooNq Managed EAkrefed Loads (kW) Nameplate (amps) 240 V L2 ONYX 4.0TOn UM X 4.0 X OA Heaiirn &Heat Pmnps Managed [3tirated Loads OOat) NaunaPtala (amps) 240 V Load w W > trratirg r x OLD 40 x OA O tY to WZOL�i EstImatal Actrml 11071zed O J Z LL Trarrsien))iOgr NiRON (LM) (LRA) (LRA) IaR- g Letgast SintUg Amps (LRA) Z76 123 123 W LY Z WUJ pQO W Load NEC S F Summary NEC Load (kW) Required lY FbaedjWbw Appianoes&Motors 25.7 LL Sum of al General Lords 37.1 2D.8 J Cooikg 0 0 Haaft (wMemand tados) D 0 Larger of Healkg & 0000g 0 0 Siring based on reWImmants of NEC Articb 22D. Part IV 2" Elevalbn 0 6 Minlman sloe generator for motor stertI g mqummMnt: Is E 1 BTU bed raqub 35M 22 kW Generac Model Generator Recommended c 06/07/2018 ,r, 1 OF 3 F:\generator drawings\06-07-2018 Mike Mykolyn\06-07-2018 Mij� Mykalyn.dwg, 6/14/2018 8:4836 AM Z m n" m .D Z -I z z o� Xw Om O� O 0m Z� z� z Zr I I PROPERTY LINE 150.00' / I 6.0' UTILITY & DRAINAGE ... . . EASEMENT .... . 0 to o �i m and - cn m 'o ,o'I �° m vz ImR. Z u �c m OZ N \ VDAZ ` ,,�, A o r m mo �'r�zwO. "' rzna�«7 t' >S� --p--v - -.. • ��i•m m Z C) > 7 ''•ZS, i� rr ?>� ��r VJ o m .•\ rmm�'�%rr"\ma's »Y`y.(r'C�" D - I �� O \ \ �i� `lGS n <`� L '��' \.f; o O m� \\ \\ �v. �•�L75f��irZF. Y� Yt, ml _._ i ",�' � �y".G � �, 5�.:%!`.�„`rt!�' � �., ^ <�c,"c�'C fin, <7a�, !✓. I I I I Rl 6.0' UTILITY & DRAINAGE EASEMENT PROPERTY LINE 150.00' I I I I I I I I • �1 0 N W GENERATOR FOR' O� P SFr COMPLETE ELECTRIC, INC. — T GENERATOR U C Y O � 0 1 , 1 MIKE MYKOLYN 637 SEBASTIAN RD. M,K'MACLEnRY = 095 SHADOW LANE DRIVE SITE PLAN '� C� SEBASTIAN, FL. 32958 N F RT PIERCE, FL. 34951 IC,� SSEVEN MERKEL m EC 0001911 (772) 388-0533 o6im�zo,e m 3 c La I I s!.:,'=GENERATOR 0417 SEPARATE SUBMITTAL (SEE CONCRETE PAD I SCHEDULE FOR MINIMUM i WEIGHT REQUIRED) i NJ G N d_ R.. A G l- s . a `� :• {r- PAD THICKNESS l FRONT VIEW PAD LENGTH 1 PAD/ ANCHOR FG3154-4G LOCATION -\ f f � � - 9.859'�� -r u 1 I N I IL I �17;g2s y � M nu I I I WIND LOAD RESULTANT = W x 2I 1- L -'- i 95° SIDE VIEW PAD WIDTH--� PAD THICKNESS HURRICANE CONCRETE PAD FOR GENERATORS ALLOWABLE DESIGN PRESSURE: SEE TABLE (GENE RAC AND H O N EYW E LL UNITS) REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE'DETERMINED UNDE SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN (ON -GRADE.' APPLICATIONS„ ONLY) ACCORDANCE REQUIREMENTS G CODE.517E-5PECIFI LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS o- ^-•K I„F - !v'Y. THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR G(H-�\ '' I�4 I^GEIVERAL NOTES ANY ASSEMBLY AS SHOWN. THIS SYSTEM HAS BEEN DESIGNED AND'SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBC. \ --s,- 2 JJ POSITIVE'AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE I �-„ JPDETERMINEO'BY OTHERS ON A 108-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 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, W {w,. i _ y�,, t f CAND FO MIS MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY = I 1 's (, � UTHERS.'THESE-CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF ,9 ,T '-' �T�'�.� {_FRICTION ;:_0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE \, ! lyfoMODULU5 = 100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. . �.� ^-- I •-� �- \ 5. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. ALL j� �•� \� 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 HARMLESS THIS ENGINEER FOR'ALL S;• ` -"", \-��,/�: �• COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM'MATERIAL., t LEPIGjH FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYON6THATWHICH ISCALLED FOR BY LOCAL, STATE, & FEDERAL CODES &.FROM DEVIATIONS OE:THIS LAN 15.. ISOMETRIC VIEW 7. WATER TIGHTNESS OF EXISTING FINISHES SHALL BE THE FUII RESQONSYid UIY OIF THE INSTALLING r ` CONTRACTOR' CONTRACTOR SHALL ENSURE THAT ANY REMOVEDOR AITERED,WATERPROOfING MEMBRANE 1S RESTORED AFTER FABRICATION AND INSf LiX-fiON OF STRUCT _PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE=THE FULL- RESPONSIBI LITY OR'THE INSTALLING CONTRACTOR. �, }} 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OFSPkIA(N ENGINEER AND NOT THE _ _ [ ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE T r ; F('a�, RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACESTO THIS'DESIGN- W,-. S.�'�ALLL 1,.... 2:.... 4 a ": i BE COORDINATED BY THE PERMITTING CONTRACTQRI 4''�1f'I.=3 I f °yd �.. _ = �9�` 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TOANYSPECIFIC PROJECGSITE n j,s,�" c; i f INFORMATION CONTAINED HEREIN IS BASED ON CONTRAGTOR.S(1PPLtEDAATA°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 SHALLBE' NOTIFIEDAND GIVEN AN _ OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION 1j ^`':�PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND. FABRICATION AND INSTALLATION TYPICAL ANCHORAGE: i •"'�,.._ OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND (4) 3/8" DIA. AMIFAST CONCRETE INSERTS it,` tINVALIDATE OUR CERTIFICATION. (PART# 165003 & TEST REPORT 95329'BY f 10, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ELEMENT MATERIALS TECHNOLOGY) 1N/ 3/8" i1"t; tNTENOE'D. 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) a j 1 l; ' sl GOJVCRETE PAD SCHEDULE , UNIT DIMENSIONS: (IN) x.� ' 1 '� PAD DIMENSIONS (IN) WIND LOADS 1 - MINIMUM } ,UN1; CONCRETE. PAD - ITEM GENERATOR UNIT WEIGHT PAD MODEL # WEIGHT ALLOWABLE ALLOWABLE } WIDTH-, LENGTH, HEIGHT � 2 g )¢ -1.1 z �� WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT (PSF) (LBS) 1 8KW - 25.00 48f00 "291007y' ` 3 U iFG3154-4G 30.56 53.56 4.00. 240 30.72 296.93 2 IOKW 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 1 25.00 /48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 240 35.26 340.85 >,' 5 16KW ! 25... 48.00 29.00 513 FG3154-4G 30.56 53.56 4 00 �240 �38 53 ,r ,372.44 6- 17KW 25.00 48.00 29.00 471 FG3154-4G -30.56 53.56 4.0 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 400 240 3437;-.(! 332.20 B 2OKW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4 DO 240 , 35 39.;� u 342.12 9 20KW 25.00 48.00 29.00 _516 FG3154-4G 30.56 53.56 4 00 4 240 '-; - r 38.70 374.009 10 22KW 25.00 48.00 29.00 526 FG3154-4G 30.56 53.56 4.00 740 39.20 378.93 Y 'N0.'TES:� '(� �.._.:: x 5... `Li @_ .(= d... I d "`•a,.,,;'w'i 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. 2- FULL THICKNESS OFPADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH Pc;.a 000-P51•AT 28 DAYSt,� r� 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED"PER DIFFERENT LOAD'COMMBINATIONS. 4- CONTRACTOR SHALT. 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) . v0 �A PRE -FABRICATED GENERATOR PAD DETAIL RANK L BENNARDO, P.E. E:0046549 0. " ],6 ,�; 46 rcoaMnuu r s 'FT•REY'F,RIAITT j P.E. 1 E60074 , II I, r DFvCRI PERMIT Ovt.U.N.(�.. �ALI RI7G7YWITH ix�4N. ENGQJEERSFJI�}, JrNI i° t v Iii._ InLU W" : W tL V � Ij n Ul m , W1" W ,�M,�- I, x,14(as 0 j: I'y a` x z ZI "W> U S;t Ix L7a F w �a W ew�� WLU O ,n w W U � O a=w In Wow I ) to o 1-1 6 Z O = LQ Lu r F U) O W Q. LL 0 � > C± ¢ a ^' -i O Yo Z w C9 V a f g oo < x W w tAA 0 a W ��^t W 0 H� U) rn z UI O M a/ In O O O U W to Go w Q O• r W0 . xJJ rcEiz a¢aa. �F �o ,o W a U CN4ym. a y `w�rcRi p oms �o�ow Hug w5oz 9� M DIM COMIGUr ENGINEERING EXPRI 14-1669A SCALE: N.T.S. VoQ awo IL Z UJ 0 IL IL E3 �;.- 06/07/2018 3 0F 3