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HomeMy WebLinkAboutGENERATOR ADDITION RISER DIAGRAMABBREVIATIONS: 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 DIRECT CURRENT 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 MDP MAIN DISTRIBUTION PANELBOARD MTS MANUAL TRANSFER SWITCH MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NTS NOT TO SCALE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NON -SE NON SERVICE ENTRANCE RATED PLCS PLACES (QUANTITY) PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT RMC RIGID METAL CONDUIT RTU ROOF TOP UNIT SE SERVICE ENTRANCE RATED TYP TYPICAL TEMP TEMPORARY UG UNDERGROUND UL UNDERWRITERS LABORATORY UON UNLESS OTHERWISE NOTED V VOLT VA VOLTAMPERE W WATT XFMR TRANSFORMER 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 i FRAME SIZE 3 R 3R+-NEMA RATING NON -FUSED DISCONNECT NON FUSED 30AR"'-FRAME SI 7ZE I aO=R 3R�- NEMA RATING FUSED DISCONNECT �L "�- FUSE SIZE GENERATOR AND GENERATOR PAD (O GAS STORAGE TANK SCANNED ATTIC Si Lurie r p�unh/ ATTIC 0(NEW) (EXISTING) 20D AMP 200 AMP (EXISTING) GENERAC MLO 200AMP NON -SE PANEL 1ETER/MAIN RATED COMBO ATS 120240 1 ¢ E E C A G GRADE (EXISTING) (2) 5/8" X 8' CU GROUND RODS SCOPE OF WORK: • INSTALL 20DAMP NON -SE RATED ATS NEXT TO UTILITY METER CAN ON EXTERIOR WALL • RE -FEED INTERIOR MAIN PANEL, SEPARATE NEUTRALS AND GROUNDS IN MAIN PANEL • INSTALL SURE START KIT ON THE EXISTING AC UNIT. • UTILIZE A 4" THICK 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 FERRELLGAS AS A SUBCONTRACTOR UNDER THIS PERMIT. .. • NEW 500 GALLON 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. (NEW) GENERATOR: AIR COOLED GENERAC 22KW-- ®100AMP BREAKER 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 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 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 SAL. 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 AO (EXISTING) 2"PVC UNDERGROUND SERVICE FEEDER ® (EXISTING) OVERHEAD SERVICE FEEDER © (EXISTING)11rPVC IN BARE CU pO 2-PVC W/ (3) #410 THWN AL © 2-PVC WI (3) I14/O THWN AL, (1) #6 THHN CU GROUND O 141rPVC SLEEVE W1 GENERAC CABLE WI (3) #3 THHN CU, (1) 8 THHN GROUND, (6) #14THHN CU © 141,V'PVC Wl (3) 93 THHN CU, (1) #8 THHN CU GROUND ® 314"PVC W/ (7) 014 THHN CU 0 112"PVC WI (1)#4 BARE CU COMPLETE ELECTRIC INC. 637 SEBASTIAN BLVD. SEBASTUW, FL 32958 (772) 388-0533 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 Lighting & Receptacles Load (kW) Square Footage Being Covered (fM2) 2650 7.95 Small Appliance Circuits (20 amps) Kitchen Circuits 4 6 ' 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 Cook Top 3.0 X 3.0 Oven 5.0 X 5.0 Pool Heater X 5.0 X 0.0 Water Heater X 5.0 X 0.0 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 Web Pump 1.5 1.5 Managed Estimated Nameplate Air Conditioning & Cooling Loads (kW) (amps) 240 V Load (kW) 5.0 Ton Unit X 5.0 40 X 0.0 Managed Estimated Nameplate Heating & Heat Pumps Loads (kW) (amps) 240 V Load IWO Estimated Actual Utilized Transient Requirement (LRA) (LRA) (LRA) Largest Motor's Starting Amps (LRA) 276 152 152 Load NEC Summary NEC Load (kW) Required General Lighting & Receptacles 15.5 Fixed -In -Place Appliances & Motors 22.2 Sum of all General Loads 37.6 21 Cooling 0 0 Healing (w/demand factors) 0 0 Larger of Heating & Cooling 0 0 Sizing based on requirements of NEC Article 220, Part IV 21 Elevation 0 If Minimum sue generator for motor starting requirements 20 BTU load required 35000D 22 kW Generac Model Generator Recommended Z = L U--j O=01JL O W C) �o�a cS H Z LL rn E1 05/08/2018 se rr- 1 OF 3 iL LAURELWOOD COURT --------------------------------- PROPERTY LINE 118.00' 101Y UTILITY & DRAINAGE (EXISTING) INTERIOR _ EASEMENT HOUSE PANEL r (EXISTING) UTILITY N METER LOCATION (NEW) ATS LOCATION (NEW) GENERATOR PAD LOCATION I I 3.,0„ MIN. I GARAGE (NEW) 500 GAL. i LP TANK LOCATION 1014, ' MIN. SINGLE FAMILY C7 _ RESIDENCE m zza 9510 LAURELWOOD COURT I FORT PIERCE, FL 34951 z d W w 0- j a �c 29.0 PATIO SCREENED POOL ENCLOSURE sR I U'Vt 5tiv�i i ap w USN Z co co co to W W ) j Q Z 'COO Wm¢fZ wLLI cotorz Q co W 2 - co 0 I bu ���O� I5 W z OEAo Icag LU 7 - -- ��- a- - - - - - - - - - - c 0 IL - - Z Og i a � F CD N za.s' L,_,_.,_,_ _,_,_, ,_,_,_,_,_,_-_,.� 10.0- UTILITY & DRAINAGE EASEMENT PROPERTY LINE 118.00' N GENERATOR SITE PLAN W E S O�p� LL0Ucc+i O=0LL O LLI U wp�a ,og1-- zgONO 0 E2 05/08/2018 .:..: GENERATOR.UNITaBY'' _ SEPARATE SUBMITTAL w (SEE CONCRETE PAD SCHEDULE FOR MINIMUM --•:WEIGHT REQ/U/IRED)- PAD ME THICKNESS FRO T VIEW 1 I PAD LENGTH PADS ANCHOR LOCATION FG3154-4G � -'o I----i r--{-----1 r- I c � 1 _ 1.063" C) )I I N I 1 I 1 1 � I 1 17:g25 I HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) ALLOWABLE DESIGN PE# PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED O FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 1 SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN A (ON -GRADE; APPLICATIONS, ONLY) ACCORDANCE TSASDEHE ERMINED INNING ACCORDANCE ---.� LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE . WITH THE APPLICABLE BUILDING CODE SHALL BE LE55 THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ' ter` ! PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR `G.EN_ERAL NOTES ANY ASSEMBLY AS SHOWN. �\ NIT i� �- •n Jy 4 • �` 1:: TH[S_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 CALCULATtD FUR Ubt W11H IHIb bY5TEM SHALL BE , .�,,,;1'DETERMINED-BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS --) &,-t- STATED HEREIN. 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, Ir' ' , f'z, CAND FLOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY I i _ LL- + 4 1 i .j L-6 HEWTHESE=CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF I (--FRICTION�•0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE IO \ RIOT �~ ALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALLD ETNOTIFIED PRIOR TO PROCEED G WITH THE WORK. Ip 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 \ 4. - r \• COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE ES RESULTING EFROM MATERIAL;FABRICATION, 'J SYSTEM ON PRAcrzCES-BEYOND S WHICH IS TAILED FOR 1 EN�H BY STATE, i7 PPO LOCAL, FEDERAL ODES & FROM DEVIATIONS ON OF THIS PIAN I.S.i\,, -*��,., � p ,f,•• / ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBLI`17Y'OFTHE.'INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED IIYATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION.OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING` OR LEAKAGE 11 "''�•-ti,�/ J 'i,.v:.• ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL-'RESPONSIBILITYOF'i1THE INSTALLING CONTRACTOR. ,-Z-�_ ...- 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF $PECIAITY ENGINEER AND NOT THE ENGINEER OF RECORD, CONSEQUENTLY, THE Q H ARCHITECT/ENGINEER OF RECORD SHALL BE .•n, a '4•� A," s t �� � U °.� �,.� RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL -', , BE COORDINATED BY THE PERMITTING CONTRACiOR•� � ?•.._,a � ,da,. = ""a t I 'EI 4.,`:s F 7""' �•• F 1 - p ,ro�a. ;� 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TOANY SP4ECIFIGPROJECTSiTE n , p ;1• .="'.. 6'•- x 4 L...+T' c INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR;SUPPLIED,D`ATA"AND, ,p I MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY 3 FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO p ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST v REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS ± PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN %D i OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION -; -""'"PRI R TO MODIFICATION 0OF M TYPICAL ANCHORAGE: . EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND 3/NvAu 8" DIA. AMIFAST CONCRETE INSERTS OUR ''.' )i j V �CERTIFICA 10 EXCEPT A S EXPRESSLY ROVIT ED.HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE RPORT95329BY(PART# 165003 & TEST i_ INTENDED. 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. a .-- BEARING STRENGTH = 6 KSI) -r- � Y'S t > WIND LOAD I I I (- RESULTANT I = H I iI p W z !I I 95' SIDE VIEW PAD ------ PAD WIDTH THICKNESS F `i s 1 k -'' PAD SCHEDULE - ,;CONCRETE UNIT DIMENSIONS'(IN) K °7f s IMUM -%� PAD DIMENSIONS (IN) WIND LOADS UNIT NITiCONCRETE tIGHT PAD ITEM GENERATOR PAD MODEL of WEIGHT ALLOWABLE ALLOWABLE WIDTH , -LENGTH-HEIGHT IGHT ((48S) Y •v R r ti I S� WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT «l�«a s (PSF) (LBS) 1 8KW 25.00 41�&O' `' 29.00Ig ")�360 FC�3154-4G 30.56 53.56 4.00 240 30.72 296.93 2 IOKW 25.00 48.00 29.00 407 FG3154-4G 30.56 S3.56 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 j48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 240 35.26_ 340.85 7' 5 16KW I 25.0 ' 48.00 29.00 513 FG3154-4G 30.56 53.56 4.0 . 38 53 tf 372.44 6 17KW 25.00 48.00 29.00 471 FG3154-4G 30.56 53.56 4 00 ( 36�40 3! 51.88 i �240 �F? 3 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4 00 240 34 37,v. L 332.20 8 20KW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4 00 1' 240 35 39, ti -" 342.12 9 20KW 25.00 48.00 29'00 -916 FG315,1 30.56 53.56 4.00 ' " 240 - 38 i0 "�374.09 10 22KW 1 25.00 48.00 r29,00 526 FG3154-4G 30.56 53.56 4.00 240 ' 39.20 378.93 NOTES:'. ,.� •,- �.-•y «.,..,w°".«•, y...,, .• 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. ._.-,,, s ,.",...i K..w,r--> ,.ry'P' !,``M,y.•-„A; Z 2- FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH; Pc=4,000-PS1-AT 28'DAYS�;'"''":a 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED-PER'DIFFERENT LO)10 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 TACE (NOT SHOWN) . NOS PRE -FABRICATED GENERATOR PAD DETAIL VK L. BENNARDO, P.E. 0046549 15. Fi•REYTRIANTj P.E. ' N.ID FGR I PE' kL19G;,.YWI1HGi0;1NAL ENG4NEER �n lJ I I O N� 8E`+, QU� f M vIO mud J W ���u� �Ing. Zl 'L U1. x,w,al 111 0 "-m-a x z i1`�iW4` w ° z a IJ �L I-> < � ' < § < LU L9 � WW&t (as"4 Or4 xmw u I LJ''wPoz �LL �l7 } UIW°=w SOto 111 w to ti z O L_OLLJ !� F 2 D) o LG.,LL). W W > p a°AC O0 a��� Lu rn3 LL Q 0 }� M J Z z L ¢� U o < F- LL W IA p U O � a K 7 N WLL pGo W 1� (9 °-1 Ul K U) o M to o Z O U to W --CD -- w i T ¢Soo �TFo �fij a .;' Y m m m U Im- f f Z F ME C' 2 J �Szow c a `¢ a �3o3aN� KPH o x"gym -3`s w w it COPYRIGHT ENGINEERING WRESS 14-1669A SCALE: N.T.S. 4�A Z?s -' co 0) W Z M co Lul-u-9 ro Lu Z W on,Q Lu N J I.- m MLoW O �E`e�l 0-)0- \� 68 �u OJ L�-_w co dzjLo 000 �Q00LL 22 LU z an III LUpOfa �gl- zp�0 rn E3 :,-:05/08/2018 s rr- 3OF3