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HomeMy WebLinkAboutGENERATOR SITE PLAN(NEW) ATS (EXISTING) UTILITY METER \ \ DRIVEWAY' \� :ADO \ SCANNED BY St. Lucie County (NEW) (2) 120 GALLON ABOVE GROUND LP TANKS SINGLE FAMILY RESIDENCE 3304 CARACAL DRIVE FORT PIERCE, FL. 34949 COVERED PATIOS GARAGE TING) INTERIOR iE PANEL CABANA / (NEW)GENERATOR PAD 10'-0° N 1 GENERATOR SITE PLAN W+*111E 1-10'-0' s THESE PLANS AND ALL PROPOSED Wopj.,, ARE SUBJECT TO ANY CoppECTIO>!S REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN Of;D2R TO COMPLY WITH ALL APPLICABLE CODE& *`/9O N O 6D 3/ ST. LUCIE COUNTY BUILDING DIV I REVIEWED FOR COMPLIANCE AR EVIEWED BY DATE - PLANS AND PERMIT MUST BE PT ON ]OB SITE OR NO INSPECTION(S) ILL BE MADE i a x � Z F- Z C c UaLL4 m LU Q Q Co LU U) U) I-- m co LU U)O U �E •�l rn a �o U J oz< Sao z H O 0 .6 ai � W OOIx� og-1ILL a U W zz�W 0 � a. v ,off z o E2 ,1-E 07/10/2018 :J II 20F3 T�� I... 1CGENERATgR UNIT_B-7 = SEPARATE SUBMITTAL I W (SEE CONCRETE PAD = SCHEDULE FOR MINIMUM z VUEIGHT-�EQUERED)� Gam' ENGIN ERNG PAD i THICKNESS FRONT VIEW PAD LENGTH PAD ANCHOR FG3154-4G LOCATION -� jl------ter--- Li 1 9" L9 71-.8591.063"4' N I 1 17-625'� m nql it- Im 11 6 11`� 6 f { li lid II CE 0- 0 ., E DLU L7 HURRICANE CONCRETE PAD FOR GENERATORS ALLOWABLE DESIGN PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED (GENE RAC AND H O N EYW E LL UNITS) FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 0 SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN (O N -GRADE A P P LI CATI O N S_O_N LY) ACCORDANCE WITH THE GOVERNING CODE. ACCORDANCE LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE LESS GOR THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN a u - PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR GIN L NOTES ANY ASSEMBLY AS SHOWN. �p UN N \ �N�Iy THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE \ j�T REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. FOSITiYE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE MAXIM BY OTHERS ON A EIGHT F GENERATORS BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3 MAXIMUM'DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS \ \ Ir I \`'/'STATED HEREIN. \ I 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPSSOIL ,-ROOTS,- I I Lil= 13 C! G g II `�' F LL-OT RS!,THESE,CONCRETE PADS AVE B EN D S GN D FOR A MINIMUM OILLATION ON L COEFFICIENT OF BY LS REMOVED PRIOR TO INSTA 2 F)tICTION4 �0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE PC �j0 �� ENGINEER R OF RECORDSHALL I. BE NOTIFIED PRIOR TO PROC EDING WITH THE WORK.OTHER CONDITIONS OR MATERIALS BE ' THE ' y 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. \I_�- �•� ' 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�EEES-RESULTING FROM"MATERIAL �' PPD tENGTN BY LOCAION, SYSTEM L, STATE, & FEDERAL�CODES ONSTRUCTION & FROM DEVIAT ONS O TH S PLAN.HAS WHICH IS +r//AL�ED FOR ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BEITHE FU�RESPONSIBILITY'OFj�TH6INSTALLiNG CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVEWOR_`ALTERED'WAiERPkOOFING MEMBRANE IS RESTORED AFTER FABRICATION AND If'STAELATION OF STRUCTUR\E PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANS,WATkkOOFING OR,,LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SNALL'BE,T,HE FULL.RESPONSIBILITY &THE INSTALLING CONTRACTOR. �`� `!t 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIA`TY NGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF -RECORD SHALL BE gg [� g g 6� BE COORDINATED ATED BY THE PEERMITTING COLINTPAP NAG SURF, ACES_O iTH., IS•DI ESIGN=W�II'C\`H SHALL )EXPRESS 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN �Ocr&(-Y , tPIbi EDj,DxT-A!CT�_SITIIEu Ii� f INFORMATION CONTAINED HEREIN IS BASED ON CONTECTO��SUPP�EDjDAnD ND TS ENGINEERING EXPRESS SHALL NOT BE�HErLD RESPONSIBLE OR LI,4BLE IN ANY WAY MEASUREMEN 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 MATEgWAIS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND (4) 3/8" DIA. AMIFAST CONCRETE INSERTS �INVALIDATE OUR CERTIFICATION. �b V \ XCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (PART# 165003 & TEST REPORT 95329 BY NTENDED. 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) w 950SIDE VIEW PAD PAD WIDTH THICKNESS i� CONCRETE PAD SCHEDULE ITEM GENERATOR UNIT UNIT DIMENSN.`IN:) _ � �� / MiI`N'IMUM' ��INLT� IIVEIGHT L 19S1= CONCRETE PAD MODEL # g p PAD DIMENSIONS (IN) PAD WEIGHT (LBS) WIND LOADS WIDTH r l -LENGTH G�. Kr00�) WIDTH LENGTH THICKNESS ALLOWABLE PRESSURE ALLOWABLE RESULTANT 1 8KW 25.00 418�Lb-, � 2 =3600- : F'& i� 5L4%'-4G 30.56 53.56 4.00 240 30.72 296.93 2 10KW 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 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 240� ti 5.2-6 340.85 5 16KW 25.00 48.00 29.00 513 FG3154-4G 30.56. 53.56 4.0 -� QO 38 53 73 2.44 ' 6 17KW 25.00 48.00 29.00 471 FG3154-4G 30.56 53.56 4.Oi0 I F40-Z40 //351.88 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4.'b Z it ra 240`1i--� 34:37v ! 332.20 8- 20K _25.00 48 00 29.00 451 FG3154 4G 30.56 53.56 4.00 `24R 35�' �342.12 J9 20KW 25.00 48.00 29.00 448 FG31 -30: - =53:56= =z=A.OD� �240�� 35 26 ~ � 0.85 10 22KW 25.00 48.00 29.00 466 FG3154-4G 30.56 53.56 1 4_00 240 ��- 36.35 351.38 E Gi V' E E R I U NOTES.!p N14z� N H N4 LzJ 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. � F yo-!!� ) �,� � �� � 2� FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGT`H,=-fc=4;000=PSI"AT 28'D YS: 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 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 FACE (NOT SHOWN) . L BENNARDO, P.E. WATURE ON SHEET 1, THIS EET IS PART OF A DIGITALLY MED FILE, SHALL REMAIN IN :ITAL FORMAT, & PRINTED PIES OF THIS DOCUMENT E NOT CONSIDERED SIGNEI D SEALED. IF THERE IS NO ;ITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT NTAIN AN ENGINEER'S IGINAL SIGNATURE & SEAL, O 0 HI ri N Uj �0 O E w �/0 n LU w w LL Q GO V) 0 gLLo C7 w U a M m o o VOpSo FaLu y �QpGO �tu-� .'. (!%5 Um p[ In Z uj In ^ O o o u O Q :z O N Z 33335� z Y m m m m m Ll F- F- F LL LL D�jagaR J J Jg 'ZiiO� Eli �o 0 F1 o R �$E� Y W O 00 pZwZwFZFpZ C K 3�5 LIGHT ENGINEERING EXPRESS 14-16 9 SCALE: NTS UNLESS NOTED R e ABBREVIATIONS: AC ALTERNATING CURRENT A/C AIR CONDITIONING AFG ABOVE FINISHED GRADE AL ALUMINUM 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 COVE; CITY OF VERO BEACH DC DIRECTCURRENT DISC DISCONNECT EXIST EXISTING FPL FLORIDA POWER & LIGHT G GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IRC INDIAN RIVER COUNTY KVA KILOVOLTAMPERE KW KILOWATT MC METAL CLAD CABLE MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MOP MTS MLO NEC NTS NEMA NFPA NON -SE PLCS PNL PVC RMC RTU BE TYP TEMP UG UL UON V VA W XFMR ELECTRICAL LEGEND: MAIN DISTRIBUTION PANELBOARD MANUAL TRANSFER SWITCH MAIN LUGS ONLY NATIONAL ELECTRICAL CODE NOT TO SCALE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NON SERVICE ENTRANCE RATED PLACES (QUANTITY) PANEL POLYVINYL CHLORIDE CONDUIT RIGID METAL CONDUIT ROOF TOP UNIT SERVICE ENTRANCE RATED TYPICAL TEMPORARY UNDERGROUND UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED VOLT VOLT AMPERE WATT TRANSFORMER F� I L C 0 P Y -SCOPE OF WORK: • INSTALL 2DDAMP SE RATED ATS NEXT TO 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. THIS PERMIT. • NEW ABOVE GROUND LP TANKS 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. 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 277/480V, 30, 4-WIRE PANELBOARD UTILITY -METER -CAN OR METERIMAIN COMBO UNIT SURFACE MOUNT AUTOMATIC TRANSFER SWITCH POINT OF NEW CONNECTION CU GROUND RODS �- FRAME SIZE 3NFR 3R--NEMARATING NON -FUSED DISCONNECT NON FUSED f FRAMES17E 30AF 3R--NEMARATING FUSEDDISCONNECT FUSE SIZE GENERATOR AND GENERATOR PAD GAS STORAGE TANK ® NATURAL GAS METER ATTIC 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=f6DARIAGE.zPVC-SCHEDULEBfL$SiNDUIT-SHALL-SE_USED_WKERE EXPOSED, SUBJECT TO DAMAGE. • ALL MATERIAL SHALL BE NEW, FREE FROM DEFECT AND SHALL BE L S'TE671AD"BEARTHE' LFOT -) - ECOGNIZED— 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). NO CA 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 OA (EXISTING) 2"PVC UNDERGROUND SERVICE FEEDER © (EXISTING) OVERHEAD SERVICE FEEDER © (EXISTING)1/2"PVC #4 BARE CU pO 2"PVC W/ (3) #410 THWN AL O 2-PVC W/ (3) #410 THWN AL, (1) #6 THHN CU GROUND 0 1-1/2"PVC SLEEVE W/ GENERAC CABLE W/ (3) #3 THHN CU, (1) 8 THHN GROUND, (5) #14THHN CU © 1-1/4"PVC W/ (3) #3 THHN CU, (1) #8 THHN CU GROUND O 314"PVC W/ (7) #14 THHN CU 0 112"PVC W/ (1)#4 BARE CU COMPLETE ELECTRIC INC. 637 SEBASTIAN BLVD. SEBASTIAR FL 32958 (T72) aaa,05M GENERAC" THESE -PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CMRECTI ' R'EQUIRED BY FIELD INSPECTORS Sizing Report MAY BE NECESSApl' If4 OlqDL2R, Rated Nominal Voltage 240 COFL9PLY ti^.11rW ALL A;7,FUUAIXE CC Generator Fuel Choioa Propane Sift Method (NEC 220) Part IV (Part III required for selected cncuit implementation, Both valid for whole horse) General LVdirg & Receptades Load (kW) SgUale Footage Being Covered (k"2) 2400 72 Small Appliance Ckuits (20 amps) Kitchen Circuits 2 3 Laundry Circuits 1 1.5 Managed Estimated NamePWO Faced -In -Place Aoormrrces & Motors Loads (kW) (amps) 240 V Load OM Dryer 5.5 X 55 Mlemwave 1.3 1.3 Cookrop 3.0 X so Oven 5.0 X 5.0 Water Heater 5.0 X 59 Dishwasher 1.5 11.15 Re(dgendor 0.8 03 Pod Heater X 5.0 X 0.0 Pod Pump 20 2.0 )act—i 0.0 10 12 Managed Estimated Nameplate Air Comfirbning&CDOFM Loads (kWl (amps) 240V Load (kW) 4.0 Ton UM X 4.0 X OA Managed Estimated Nameplate Heating & Heat Pumps Loads (kW) (amps) 240 V Load (kW) heating etwerd 02 X 0.0 40 X 0.0 Estimated Actual Utilized Tmrsiem Regriremem 0-RA) (LRA) (LRA) Largest Motol'S Starikg Amps (LRA) Z76 109 109 Load NEC Summery NEC Load (kW) Requkad Generall.lghft"eceptades 11.7 F(zed-InPtace AppZantes glWdors Sum of all General Loads 37 20.8 Coding 0 0 Healing (wMemand factors) 0 0 Larger of Heating & Cooling o 0 String based on requirements of NEC Article 220. Part IV 20.8 Elevation O R Minimum sce generator for molar starting requirements 16 BTU load required 350000 22 kW Generac Model Generator Recommended Zt t; ao 0 to cn e�zc') V a LL 4 W H , ) LU Z-CIO LU �U)U� J h Q v �W O LU U _ J \� Uo U IY W rn O>>'It W 0 co 0gJtJL d W Z Z U � It W WZQUO. C� LU 3�m� Z MO LL E1 N.� 07/10/2018 :.I I I 1 OF 3