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HomeMy WebLinkAboutGENERATOR ADDITION RISER DIAGRAMABBREVIATIONS: ELECTRICAL LEGEND: GENERAL NOTES: AC ALTERNATING CURRENT MTS MANUAL TRANSFER SWITCH 1. LIGHT LINE WORK REPRESENTS EXISTING TO REMAIN. A/C AIR CONDITIONING MLO MAIN LUGS ONLY SURFACE MOUNT 120/204V, 10, 3-WIRE PANELBOARD FRAME SIZE AL ALUMINUM NEC NATIONAL ELECTRICAL CODE _�� ��NF 3R �— NEMA RATING NON -FUSED DISCONNECT 2. DARK AND RED LINE WORK REPRESENT NEW AHU AIR HANDLING UNIT NTS NOT TO SCALE `-- NON FUSED EQUIPMENT, CONDUIT, AND WIRE. ATS AUTOMATIC TRANSFER SWITCH NEMA NATIONAL ELECTRICAL MANUFACTURERS FLUSH MOUNT 120/204V, 10, 3-WIRE PANELBOARD AMP AMPERE ASSOCIATION FRAME SIZE AFCI ARC FAULT CIRCUIT INTERRUPTER NFPA NATIONAL FIRE PROTECTION ASSOCIATION i CONDUIT AND WIRE SCHEDULE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NONE NON SERVICE ENTRANCE RATED SURFACE MOUNT 277/480V, 30, 4-WIRE PANELBOARD 3R— NEMA RATING FUSED DISCONNECT c CONDUIT PLCS PLACES (QUANTITY)�- _�= FUSE SIZE SYMBOL DESCRIPTION CU COVB _ COPPER CONDUCTOR CITY OF VERO BEACH PNL PVC PANEL POLYVINYL CHLORIDE CONDUIT FLUSH MOUNT 277/480V, 30, 4-WIRE PANELBOARD AO (EXISTING) 2-PVC UNDERGROUND SERVICE FEEDER DC DIRECT CURRENT RMC RIGID METAL CONDUIT GENERATOR AND GENERATOR PAD © (EXISTING) OVERHEAD SERVICE FEEDER DISC DISCONNECT RTU ROOF TOP UNIT EXIST EXISTING SE SERVICE ENTRANCE RATED UTILITY METER CAN OR METER CANICOMBO UNIT © (EXISTING)1/2"PVC #4 BARE CU FPL FLORIDA POWER & LIGHT TYP TYPICAL G GROUND TEMP TEMPORARY GAS STORAGE TANK OD 2-PVC W/ (3) #410 THWN AL GFCI IRC GROUND FAULT CIRCUIT INTERRUPTER INDIAN RIVER COUNTY UG UL UNDERGROUND UNDERWRITERS LABORATORY —®— SURFACE MOUNT AUTOMATIC TRANSFER SWITCH O 2-PVC W/ (3) "0 THWN AL, (1) #6 THHN CU GROUND KVA KILOVOLTAMPERE UON UNLESS OTHERWISE NOTED 1-1/2"PVC W/ GENERAC CABLE & (3) #3 THHN CU, (1) 8 THHN GROUND, KW KILOWATT V VOLT O (5) #14THHN CU MC MCB METAL CLAD CABLE MAIN CIRCUIT BREAKER VA W VOLT AMPERE WATT (� �j Q 1-1/4-PVC WI (3) #3 THHN CU, (1) #8 THHN CU GROUND MCC MOTOR CONTROL CENTER XFMR TRANSFORMER SCANNED © 3#14 THHN CU 4"PVC W//2-PVC MDP MAIN DISTRIBUTION PANELBOARD 0 1W! ((i )t4 BARE CU St Lucie Cou SCOPE OF WORK: • INSTALL 200 AMP SE RATED ATS BELOW THE METER CAN AND 200 AMP PANEL ON EXTERIOR WALL. RE -FEED 200 AMP PANEL SEPARATE NEUTRALS AND GROUNDS IN PANEL. • INSTALL COLD WATER BOND FROM ATS TO NEAREST CU WATER PIPING. • UTILIZE A PREFABRICATED GENERATOR PAD. • PROVIDE AND INSTALL (1) 22kW GENERAC LP GAS GENERATOR. • PROVIDE AND INSTALL CONDUIT AND CONDUCTOR FROM NEW GENERATOR TO NEW ATS. • LOAD SHED 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. I-- COMPLETE ELECTRIC INC. W7 SEBASTUW BLVD. SEBAST1AN, FL 32M j P/2) 388-0Ca�i Sizing Report GENERAC° Rated Normal Voltage 240 Ger atorFuel Choico Propane ' - SUhV Method (NEC 220) Part IV i (Part III raWked for Selected dnw0 (naplet eatadaq Both va0d for whole horse) General IJghtbg & Reeep-les Load (kW) Square Footage Being Covered (11^2) 2430 72D ' "-A AppriarM Cuddly (20 amps) Kdctren C'uddm 2 3 Landry chaff I 1 15 R ed•kW1awAporerrces & Fbtats Managed Loads Estimated Nameptato (Wg) (zanw) 240 V Load (MN) Dryer 5.5 X 55 - LBaowrave ' 1.3 13 Range-Ovenw/Top 8.5 X 85 WaWr He" ao X ED Dtslmasim 15 1.5 Freezer 0.8 0B Refdg-dDr 0.8 05 5l8- X 8' CU GROUND RODS 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, PRESENTLY IN EFFECT. • 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 11026. • 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 NFPA 70 2011 EDITION ARTICLE 250. • STANDBY SYSTEM INSTALLATION PER NFPA 70 2011 EDITION 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). NOS A GENERATOR ADDITION RISER DIAGRAM Air CondaWn"nan & CooGtnA Loads 240 V Load W 4.0 Ton nl X 4.0 X OA Managed Esthnated Nameplate Heatfn0 & Heat Prreps Leads w (amps) 240 V Load (kW) tealiag eWnwd#1 x 0.0 40 x 04 Eslhnmlad Ad" Uliized Transiem Ramr Mimi (LRA) (LRA) (LRA) Ltegesl NbWfS Sfa" Amps (URN 276 108 109 Load NEC Sumeary NEC Load w Required General L W&g & RecWtea3es 11.8 FhoGh►PLaosApoances&Motors 23A Sum 01811 General Loads 3&1 20.1 Cooing 0 0 Healing (whWnw d factors) 0 0 Luger of Heaffig & Cooling 0 0 Sizing based on reepl wwds of NEC Artlde 220, Part IV 20.1 Elevalion 00 MairnWm Size goneraw for motet starting mqa k6m& is 16 BTU bad Iequhed 350000 22 kW Generac Model Generator Recommended z Jl DO UD e) �zMv) UQLL4 tL WQQ! F- LU W n Q " a CO W O U J�. CD LLJ n U o It W QO�g� WOg Q W o o Q tY ^V O LL �Q2LLL qa � in LLi Z W Z of W Z OLL E1 02/07/2018 'J 1 i 1 OF 3 :\generator d—Wngsk0l-25-2018 Warren Walker\01-25-2018 Warren Walker.dwg• 2/8/20181L•19:02 AM I I I N 35TH STREET --------------- ------ ------ ------ ------ - - - jPROPERTY LINE 134.10' c I 1)z OI m p m xo m r z m_ m u T JJ °z TMMG) m m zD m { �C rn rn I I ' ----------- PROPERTY LINE 134.10' I to z�Z z m 9 v, z we m 3 A Q C m mm z 8 �p r 2A O O r 0.1 O n Zn i 'n O p O O O Z Z z XZ J COMPLETE ELECTRIC, INC. NO L o T NEW GENERATOR FOR: GENERATOR L 637 SEBASTIAN RD. w �E MA�rE�RY O _ = 1 ' 1 WARREN WALKER SITE PLAN /E �, ro N 1426 N.35TH ST. ��'IC ti� SEBASTIAN, FL. 32958 STEVEN MCRKEI. FORT PIERCE, FL. 34947 (772) 388-0533 :, 02/07/2018 EC 0001911 O GENERATOR UNIT BY' SEPARATE SUBMITTAL (SEE CONCRETE PAD SCHEDULE FOR MINIMUM -­,WEIGHTEQUIRED)- I EfNj PAD THICKNESS FRONT VIEW PAD LENGTH ANCHOR LOCATION FG3154-4G u 1 �Il f t- 9.859" � F 1 ❑ Ir 1.063" -T wo L_ J- ❑ I ri I N I I •t'." I 17 gzS >, 4 r F Lj IO ALLOWABLE DESIGN 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 ACCORDANCE WITH THE GOVERNING CODE. SITE-SPECIFII LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS y. THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN _ L PRESSURE'ASD" CAPACITY VALUES LISTED HEREIN FOR GENERAL NOTES - ANY ASSEMBLY AS SHOWN. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE =a� ( REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBO. -� I \ •` 2 ypOSITIVE'AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ,..t fSDETERMINED'BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS y \ r I ' •J ?'.-- "'STATED HEREIN. ~ I \ I 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, i, &�" D FORE GN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY YfL. �a j 6. <i .�.�.. L.�OTHERS?ITHESE-CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF 7`"7,i, ""•`; '---FRICTION=, •0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE '; 9 ' + ) ... 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 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 , _ i r '� --'� �, COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING _FROM MATERIALy�- ENGSN FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES:BEYONT D HAT WHICH IS CALLED FOR �T `�tr ^ r f,� BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLANA..... i f ! / ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL'RESPONSIBILITY OF�TFjE INST !ALLING - CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSP�C6Ajjbi OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFIkid OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULLRESPONS,BILITY OFTHE INSTALLING CONTRACTOR./.•� V _ l�. 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE j ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS'DESIGNWfi11CH SMALL BE COORDINATED BY THE PERMITTING CONTRACTOR_.' 4 L.:Y II I `1 F, _= 4"-i I s (_a..°. 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFICCPROJECTSITE , -„ INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTORTSUPPLIED D'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 OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION �" PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION TYPICAL ANCHORAGE: . OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND J; --Yl r... ;..�INVAUDATEOUR CERTIFICATION. (4) 3/8" DIA. AMIFAST CONCRETE INSERTS 1 ti 4 10', EXCEPT`A EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (PART# 165003 & TEST REPORT 95329 BY INTENDED. ELEMENT MATERIALS TECHNOL0GY)_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. 0=A0TM(_ GTDFNf'TH = A KST) d•�_ �"a g � � ."♦ ) !fir ��y,''.,.'.�_.� # i'`H 1 :,a� i WIND LOAD1- RESULTANT l I 0 w x I z 1 951I SIDE VIEW pqp I} PAD WIDTH THICKNESS HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) (ON -GRADE' APPLICATIONS ONLY) r CONCRETE_ PAD SCHEDULE 'N O UNIT DIMENSIONS (IN) a '' l�'i `"�•- PAD DIMENSIONS IN ( ) WIND LOADS ,MINIMUM _ pqp y i ,UNTTi CONCRETE WEIGHT ALLOWABLE ALLOWADLE ITEM GENERATOR UNIT WEIGHT PAD MODEL It WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT WIDTH LENGTH �IaI HEIGHT v a S B5 e Ir a -" I' 11_: a (PSF) (LBS) A 7 9 I 7p291-Dell 3Ti0 ' jFG31 S4-4G 30.56 53.56 4.00 240 30.72 296.93 1 8KW 25.00 48 OQ 2 IOKW 25.00 48.00 29.00 407 FG3154-4G 30.56 53.56 4.00 240 33.13 320.25 3 14KW C 25.00 48.00 29.00 435 FG3154-4G 30.56 53.56 4.00 240 34.57 334.21 4 16KW 25.00 ,,48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 240 35.26, 340.85 " 5 16KW 25.0 48.00 29.00 513 FG3154 4G 30.56 53.56 4 00 . _240 _ 38 53 • /1; 32.44 6 17KW 25.09 48.00 29.00 471 FG3154-4G 30.56 53.56 4 00 s240 ° ' 36 �0 Yt{'351.88 _ 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4 00 _ 240 � tF 34 37.; j 332.20 8 ZOKW 25.00 46.OD 29.00 451 FG3154-4G 30.56 53.56 4 UO t 240 35 39 342.12 9 20KW 25.00 48.00 29.00 516 FG3154-4G 30.56 53.56 4.00 -*24038 70 ,39.20 374.09 SO .2KW 25.00 48.00 29.00 526 FG3154 4G 30.56 53.56 4.00 240 j s . 378.93 n e 4 a a I NOTES: ..,_� ..., 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. l- - r •a s ar r r. . ram V.,,..A .1 r )-•^ f 2- FULL THICKNESS OFTADS SHALL BE CONSTRUCTED.WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH Pc, %T,000-PSI AT 28 DAYSs,• 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. 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) . - NO SCALF. 1 PRE -FABRICATED GENERATOR PAD DETAIL INK LBENNARDO, P.E. 10046549 1,6j... ¢uSrcaEiwusulw r 1' FREY'ERIANTIP.E. 6974 / f R J y' •❑ n1�' 'F) i I ' I m o ui O .. W I N 1 55 ;:J f: III LL U.1 X, 131 LL �+wa Z w� J ' L 0 "T oz IL Ua>Q o7wa �Qw5; (9ow WW ON ❑J mw III �\ fj>> W o . vJ i LL d(nD l wp ' ❑ ° E O O Fi F o o W > w w O, o N 0 3 �ao3 O z LLJ U a�< W o w = w o V O _ E n .W 4ODW Lu Fi Z (n o ^I I � o O u W tO Goo H z Q Z O x a Q u .Q�- • y15 o Eio °oos p �u SNImgN a. y J J J P 05 o ¢ a a zwaNa N 2rc� ,ri n y •'"-zoo aN �LL N v Pg. W ¢ 8 is il a COP/RIGHT ENGINEERING EXMtESS 14-1669A SCALE: N.T.S. z .y 00 �ZMc') UaLL9 w g:5 W m p W O U J JLLJ UO O rn IYYv~) 0 Q = LL �zcq Z Lu LU z W UJaC,4n• W � � � O Z LL E3 �.02/07/2018 , II 30F3