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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 ROOFTOP 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 VOLTAMPERE MCB MAIN CIRCUIT BREAKER W WATT MCC MOTOR CONTROI CENTER XFMR TRANSFORMER CU GROUND RODS SCOPE OF WORK: • INSTALL 200AMP SE RATED ATS BELOW UTILITY METER CAN ON EXTERIOR WALL. • RE -FEED INTERIOR MAIN PANEL, SEPARATE NEUTRALS AND GROUNDS IN MAIN PANEL • INSTALL COLD WATER BOND FROM ATS TO NEAREST CU WATER PIPING. • 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 UNDER A SEPARATE PERMIT. • NEW LP TANK TO BE PROVIDED AND INSTALLED BY OTHERS UNDER A SEPARATE PERMIT. • NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS SCOPE OF WORK. ELECTRICAL LEGEND: SURFACE MOUNT 120/204V, 10, 3-WIRE PANELBOARD FLUSH MOUNT 120/204V, 10, 3-WIRE PANELBOARD —�— SURFACE MOUNT 277/48OV, 30, 4-WIRE PANELBOARD FLUSH MOUNT 277/48OV, 30, 4-WIRE PANELBOARD UTILITY METER CAN OR METER/MAIN COMBO UNIT SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEW CONNECTION FRAME SIZE 3NFR 3Rf NEMARATINO NON -FUSED DISCONNECT NON FUSED —FRAME SIZE 30AF 3R+-- NEMA RATING FUSED DISCONNECT FUSE SIZE GENERATOR AND GENERATOR PAD GAS STORAGE TANK 6'ILNNIFZ BY qt 9 1160 XPhY11fliv 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). 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 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 25M • 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). 1 NO SCALE GENERATOR ADDITION RISER DIAGRAM 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 Oq (EXISTING) 2-PVC UNDERGROUND SERVICE FEEDER O (EXISTING) OVERHEAD SERVICE FEEDER © (EXISTING)1/2-PVC #4 BARE CU Op (EXISTING) X'PVC WI NEW (3) #410 THWN AL, (1) #6 THHN CU GROUND O 2-PVC W/ (3) #410 THWN AL, (1) #6 THHN CU GROUND O 14/2"PVC SLEEVE W/ GENERAC CABLE W/ (3) #3 THHN CU, (1) 8 THHN GROUND, (6) #14THHN CU © 1414"PVC W/ (3) #3 THHN CU, (1) #8 THHN CU GROUND ® 314"PVC W/ (7) #14 THHN CU O 1/2-PVC W/ (1)#4 BARE CU COMPLETE ELECTRIC INC. 637 SEBASTIAN BLVD. SEBASTIAN, FL 32958 (772) 388-0533 Sizing Report 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 (rouse) General Ughing & Receptacles Square Footage Being Covered (ft"2) 1800 Small Appliance Circuits (20 amps) Kitchen Circuits 2 Laundry Circuits 1 GENERAC' Load 0dM SA 3 1.5 Fixed -In -Place Appliances & Motors Managed Loads Estimated (kW) Nameplate (amps) 240 V Load (kW) Dryer 5.5 X 5,5 Microwave 1.3 1.3 - - Range - Oven w/Top--___ -__ 8.5 X 8.5 Water Heater _ _ --5:0 -- - -X - _ _ 5.0 Dishwasher 1.5 1.5 Refrigerator 0.8 0.8 Managed Estimated Nameplate Air Conditioning & Cooling Loads (kW) (amps) 240 V Load (kW) 4.0 Ton Unit X 4.0 X 0.0 Managed Estimated Nameplate Heating & Heat Pumps Loads (kW) (amps) 240 V Load (kW) heating element 91 X 0.0 32 X 0.0 Estimated Actual Utilized Transient Requirement (LRA) (LRA) (LRA) Largest Motor's Starting Amps (LRA) 221 97 97 Load NEC Summary NEC Load (kW) Required General Lighting & Receptacles 9.9 Fixed -in -Place Appliances & Motors 22.6 Sum of all General Loads 32.5 19 Cooling 0 0 Heating (w/demand factors) 0 0 Larger of Heating & Cooling 0 0 Sizing based on requirements of NEC Article 220, Part IV 19 Elevation 0 R Minimum size generator for motor starting requirements 16 BTU load required 324000 22 kW Generac Model Generator Recommended Z 00 N, 0 2it ZC0 W -T W00 QZ00 W m QLLI N U.1 < m C) O U U a W & G OUL M of Z 005�ii 2'WxW W Q 0 W O�oF- W In 0 O Z E1 04/04/2018 1 OF 3 F.\generator drawings\04-04-2018 Mark Ervin\04.04-2018 Mark Wn.dwg, 4/4/201832155 PM I I I PROp�RryC//yF 1 1000• I ' I I I i I I I I , I I I a o o = R2 n a IUI1 N �i a° A O I � I u y rrn_ .y I o0 � I C c- m i q I m -j m { vZ m V oSm ;u o' rg � m 00 �o to >z :2om� m r"mmE- °I O;-m Z0 ;om -n C 0 r r-Zmp am m� r m E; 0 i -, m Da Z F O a ,I 1 m 2 o ;uZ D z� O " Z < . m I C4rE 'All lz a T MARK ERVIN NEW GENERATOR FOR: p� P LF� COMPLETE ELECTRIC, INC. „ o 1 ' 1 GENERATOR C.)C � 637 SEBASTIAN RD. pMiKe uaaenar -n a N 5207 DEER RUN DR. SITE PLAN P E SEBASTIAN, FL. 32958,QZ �"' o FORT PIERCE, FL. 34951 E I001911 (772) 388-0533 s M04/04/2018 GENERATOR,UNIT BY' I = SEPARATE SUBMITTAL (SEE CONCRETE PAD _ SCHEDULE FOR MINIMUM -FlV EIGHT--REQUIRED)r It 1 PAD THICKNESS I FRONT VIEW 1 PAD LENGTH PADS -� ANCHOR FG3154-4G LOCATION nLi c 9.859"_� - 1 tz^- 1.063" o = I a F 3- _ -=j-_ A O -o E_ =_ =-------_ - -E= I Q 1 N I a I }-17;g25 - I ALLOWABLE DESIGN IPE 00 6549NAROO,P.E. PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDE SEPARATE CERTIFICATION ON AJOB-SPECIFIC BASIS IN DE. SITE-SPECIF1 (ON -GRADE APPLICATIONS; ONLY) ALOADRNCEWRHTSASDEHE ERMINENING IN LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE F WITH THE APPLICABLE BUILDING CODE SHALL BE LESS • THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR UN yENG(N-�\ _ -<� ' I ; ,GENERAL NOTES ANY ASSEMBLY AS SHOWN. • �fT i _1," THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBC. 2 �POSITIVE'AND NEGATIVE DESIGN PRESSURES CALLULAItU FUR USE W11H IH1D SYSTEM SHALL BE I J /DETERMINED'BY OTHERS ON A IOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. `^ �`• 3 !� 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, J _ i ""` `�. I .� ND FORE N AT RIAREMOVED PRIOR j ,�_.,, � 1 ..,,, %..,A IG tlM„_,E LS TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY W I _,.'° a 1 l-----OTHEh§YTHESE CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF -� fO ,�_,-�fr; �"" ("• FRICTION a0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE r .' MODULUS = 100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. 5. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS, ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER \ il� 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 ~•-" ,\ �� ,� -� K_�-'J COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM.MATERIALyr' 9 1.ENGS FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH I5 CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OFTHIS..PIAN ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILM:RFfTHE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ACTERED •WATERPRO0FING r fir ` MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED -"r HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING O LEAKAGE '``' I�£�'1 �' y• ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL`BETHE FULL RESPONSIBLITY'0f'THE INSTALLING CONTRACTOR. ;-`=:-�`,Y`"`-"_ `✓d rr �) 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALLBE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES;TO s HIS' DESIGN•WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTb_Aj "J I), :) I Y?ss $ a 1 '4 W T--°• -v_ti� f . gg �q y�••s I 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN )'O:ANY SP,EGIfl&PI�OJEGT•51'l E, � {, 5°"'";°•,Js .� P #'^"�b�,�` . "s INFORMATION CONTAINED HEREIN IS BASED ON CON-[A&g,,ORaS(1PPLIEDyCATA`AND; - i HURRICANE CONCRETE PAD FOR GENERATORS i (GENERAC AND HONEYWELL UNITS) 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 M1 OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION (! x 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 •�• e �. l ,Tn �INVALEDATE OUR CERTIFICATION. --(4)-3/8'_DIA._AMIFAST CONCRETE INSERTS > I :S� F10r EXCEPT:gS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (PART# 165003 & TEST REPORT 95329 BY UtAKINU S 1 KtNU I H= b KSI) ri 9- WIND LOAD RESULTANT ( _ N / I Z U , w I i z i 95° SIDE VIEW - PAD PAD WIDTH -� THICKNESS r ;CONCRETE PAD SCHEDULE -- - �, UNIT DIMCNSI. -�%r°-' PAD DIMENSIONS (IN) WIND LOADS , I - �� � � . MINIMUM PAD ALLOWABLE ALLOWABLE ITEM GENERATOR IJNIT .itUNIT WEIGHT CONCRETE PAD MODEL OF WEIGHT WIDTH , -LENGTH, =HEIGHT rt ("�, WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT �J (PSF) (LBS) 1 8KW 25.00 48A0_0,°, x�Z9p00'S'-J360 �_ 7FG3154-4G 30.56 53.56 4.00 240 30.72 296.93 2 lOKW 25.00 48.00 29.00 407 FG3154-4G 30.56 53.56 4.00 240 33.13 37.0.25 3 14KW I 25.00 48.00 29.00 435 FG3154-4G 30.56 53.56 4.00 240 34.57 334,21 4 16KW ! 25.00 f4S.0'0 29.00 448 FG3154-4G 30.56 53.56 4.00 240 35 26 340.85 " 5 16KW 48.00 29.00 513 FG3154-4G 30.56 53.56 4.00 6 17KW 25.00 46.00 29.00 471 FG3154-4G 30.56 53.56 400 I T 3640 #�1 jk'351.88 -7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 332.20 � 6 20KW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4 d0 3•- r% 240 ;�� 35r39r°-342.12 9 20KW 25.00 48.00 29.00 516 FG3154-4G 30.56 53.56 4.00 -" 374.09 10 22KW � 25.00 48.00 29.00 526 FG3154-4G 30.56 53.56 4.00 240 '✓39.20 378,93 `'NOTES: CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS- 2- FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH; Pc=4',000•PSIAT, 28-13AYS't ,-^, 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED"PER DIFFERENT LOAD"COM'BINATIONS. 4- CONTRACTOR SHALL PROVIDE 5/8" DIA. (0.675" O.D.) GALV. TUBE ASTM A538 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 � r,I,E PRE -FABRICATED GENERATOR PAD DETAIL xvt,u�uasNtaa al', P.E. �AL190t3YY✓ITH Cu0L1WLENGQIEENSE11p -a � i I 1 J N � • S .: Em. rr �U1' O m •t Iii JIWynU LLN {T14i r Z W, . X O �,�" a wW U --Zxs �>aw LL� alla aR'QW�w U'O OLmo�,ZF WW Or1�IT'nwPWjtu � „Z„ `LLVJU, Ul W Q w ! PD ti f Z ° *--o 4F � o � � w O � OF o � m J z UQ�< Omm�13 : �Er,y'cF z CO tYZMm UQ'Jo wl-w Go WQQ� W m - N Jl�a� m O U J v� Up L) W E3 _n=04/04/2018 ra rr- 30F3