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HomeMy WebLinkAboutGENERATOR ADDITION RISER DIAGRAM0- ABBREVIATIONS: ELECTRICAL LEGEND: AC ALTERNATING CURRENT MDP MAIN DISTRIBUTION PANELBOARD A/C AIR CONDITIONING MTS MANUAL TRANSFER SWITCH �-_ AFG ABOVE FINISHED GRADE MLO MAIN LUGS ONLY SURFACE MOUNT 120/204V,10, 3-WIRE PANELBOARD AL ALUMINUM NEC NATIONAL ELECTRICAL CODE AHU AIR HANDLING UNIT NTS NOT TO SCALE , FLUSH MOUNT 120/204V, 10, 3-WIRE PANELBOARD ATS AUTOMATIC TRANSFER SWITCH NEMA NATIONAL ELECTRICAL MANUFACTURERS AMP AMPERE ASSOCIATION AFCI ARC FAULT CIRCUIT INTERRUPTER NFPA NATIONAL FIRE PROTECTION ASSOCIATION SURFACE MOUNT 277/480V, 30, 4-WIRE PANELBOARD ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NON -SE NON SERVICE ENTRANCE RATED C CONDUIT PLCS PLACES (QUANTITY) CU COPPER CONDUCTOR PNL PANEL =iLid= FLUSH MOUNT 277/480V, 30, 4-WIRE PANELBOARD COVE CITY OF VERO BEACH PVC POLYVINYL CHLORIDE CONDUIT y DC DIRECT CURRENT RMC RIGID METAL CONDUIT DISC DISCONNECT RTU ROOF TOP UNIT EXIST EXISTING SE SERVICE ENTRANCE RATED UTILITY METER CAN OR METER/MAIN COMBO UNIT FPL FLORIDA POWER & LIGHT TYP TYPICAL G GROUND TEMP TEMPORARY GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND SURFACE MOUNT AUTOMATIC TRANSFER SWITCH IRC INDIAN RIVER COUNTY UL UNDERWRITERS LABORATORY KVA KILOVOLTAMPERE UON UNLESS OTHERWISE NOTED POINT OF NEW CONNECTION KW KILOWATT V VOLT MC METAL CLAD CABLE VA VOLT AMPERE MCB MAIN CIRCUIT BREAKER W WATT MCC MOTOR CONTROL CENTER XFMR TRANSFORMER SCANNED 8 St. Lucie County 1 (EXISTING) O (NEW) 200 AMP `°'�` 200 AMP MLO 'GENERAC (EXISTING) PANEL 20AMP SE RATED METER/MAIN ATS D COMBO E 1201240 1 ¢ II ,.4 i �� (NEW) GENERATOR: AIR COOLED GENERAC 22KW 1 ® c BREAK ER R r GRADE I GRADE (EXISTING) (2) 518° X 8' CU GROUND RODS SCOPE OF WORK: • INSTALL 200AMP SE RATED ATS NEXT TO EXISTING UTILITY METER/MAIN COMBO ON EXTERIOR WALL • FORM AND POUR CONCRETE PAD FOR GENERATOR. • 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 FERRELLGAS 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. (EXISTING) WATER LINE — FRAME SIZE NAR 3R— NEMARATING NON -FUSED DISCONNECT �— NON FUSED FRAME SIZE F4 3Rr— NEMARATM FUSED DISCONNECT —. �.— �- FUSE SIZE GENERATOR AND GENERATOR PAD 0:7071 GAS STORAGE TANK ® NATURAL GAS METER I 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. I • 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 S Au 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)1/2•PVC #4 BARE CU Op (EXISTING) 2-PVC W1(3) #410 THWN CU, (1) #6 THHN CU GROUND O 2112"PVC W/ (6) #410 THWN AL, (1) #6 THHN CU GROUND © 1.1/rPVC SLEEVE W/ GENERAC CABLE WI (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 O 314-PVC W/ (7) #14 THHN CU O (EXISTING)1/2"PVC W/ (1)#4 BARE CU COMPLETE ELECTRIC INC. M7 SEBASfUW SM. SEBAS IAN. FL 32M (772)388.OSM Stang Report GENERAC• Rated mminal VoCage 240 Generator Fuel Choice Propane Siang Msmod (NEC 22D) Part IV (Pert III required for selected ckcw to plermenlatiom Both vaBd tor"oia house) General U*kq 8 Rem toad (Lw) Square Footage B ft Covered 00M 2566 7.698 Small Appfianco Cindels (20 amps) Kitr3ren C hcults 2 3 Laundry C•adfs 1 15 Fomd•tr•Pla>gA�6arcasBMotore loads Namoplata (anIps) 240V Loads Oryer 6S X 65 Miacvrave 13 13 Cook Top 3.0 X 3.0 ovon an x 5M Water Heater 60 X 6A DWmasher 1.6 15 wageEtor 0.8 0A Reldgerwor 03 05 Air 2225E4afng 8 Coo&g Managed ceMor•n leads m Nameplate (�) 240 V Lead 0 &0 Ton U EL0 x 0.0 H 8 Heal Loatls (at1413 240 V Wad Wm treating elBrrled iM - - X - 0.0 40 x OA Es1knated Translard Reatlremeat (LRA) Ach, (I) Udfaed (LRA) LargeSt Mdoa Slartag AnW PJW 276 152 152 Load NEC Slaermry NEC Load (14W) Requhed Gomel Lighfa g 8 RwWadas 122 FIxm%In-Plma Appliances 8 Molors 229 Sum of all General Leads 3&1 20 Cooreg 0 0 'O Neaifis omemand factors) 0 0 (n g 4.._ Larger of Heating 8 Cooling 0 0 � Z Sizing based on requirements of NEC ArOde 220. Pact IV 20 n Elevation Oft �3 Mb*numdwgenerator for motor staiftrequirenents 20 ro O •� 22 kW Generac Model Generator Recommended z = 00 V 04 �Z C0 W F— LL 4 LU<<mi w0)CC m 2 LU 0 ��E Jyf rn U �.G W�� W w W 0S22 0 g 0 0 Q W O YCDLL in % x—ja - F- 3: LL. g=3:U W O W DO a �aC" Z 0LL O rn E1 06/06/2018 A 1I 1 OF 3 �, MONTE CARLO BOULEVARD (MEADOWOOD DRIVE) PROPERTY LINE 125.00' PROPERTY LINE 125.00' 1- _110,4. GENERATOR SITE PLAN W E y� � s (NEW) 600 GAL LP TANK LOCATION (NEW)GENERATOR PAD LOCATION (NEW) ATS LOCATION (EXISTING) UTILITY METER/MAIN LOCATION w� 2:rn oho W J Q 0 LuOLL 0 =0cwi W m W If z v� m E2 �,.-E.06/06/2018 . 20F3 0 3 8 0 I i I -GENERATOR-;UNIT BY•' SEPARATE SUBMITTAL ` w (SEE CONCRETE PAD I = SCHEDULE FOR MINIMUM --- WEIGHT REQUIRED):-' .I NJ H\ff I-rER.H IG PAD I THICKNESS FRONT VIEW PAD LENGTH PApp= ANCHOR LOCATION FG3154-4G -\ 1 U 1 }-9.8591,�� I I 3 r - ------ r=3-�=� WIND LOAD RESULTANT W I Z 1 � . 1 ALLOWABLE DESIGN PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING. CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE : WITH THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE'ASD" CAPACITY VALUES LISTED HEREIN FOR VN��NGTM� �\U� ' ' ,�. ".�GEN,ERAL NOTES ANY ASSEMBLY AS SHOWN. �.74 SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE ,II REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBC, 2 POSITIVE'AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. \ I 3MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS ..%:''STATED HEREIN. 3 I r ; 4 THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, 1%I I 1 CIw` y' YY`�t I"-Q �AND EOREIGNtMA7ERIALSREMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY _ - - S i I� L-OTHERS THESE -CONCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF f" C FRICTION, �.;0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE z \ Ldr u f•y : -,i is MODULUS - 100 PCI: SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE � � -•� � \ ��_-.� �Tjy ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. '` �. ` I •� _ \ S. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER I,..--•''� 1 RECOMMENDATIONS AND,ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS.•SHOW N 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� i . ENGSH FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES,BEYOND THAT WHICH IS CALLED FOR pA0 C BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF:THIS-PLANs15 t y �. "`-•r% I ISOMETRIC VIEW 7. WATER TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL�RESPONS�IBILITY OB�THE INSTALLING + t CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY,REMO)/ED OR If CONTRACTOR. t �� 'Fj� ` MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION dF STRUCTUREpRDPO5ED HEREIN. `THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING.OR,LEAKAGE �.,. • •" `,' -� ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FUL! RESPONSIBILITY QR"THE INSTALLING CONTRACTOR.+^o-, �" '•• 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECfZj' ,ENGINEER AND NOT THE I ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE �� X 3 �•-••'s ,; RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES'TO THIS' DESIGN WHIgi S ALL n d d �.t- BE COORDINATED BY THE PERMITTING CONTRACTOR.5'L.,' r %s" -,..I }. i i-�..� ��, ,�_ I 9. THIS DOCUMENT. IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC -PROJECT SITE;n / r ;,3>,•�°'t"'^ e,' t INFORMATION CONTAINED HEREIN IS BASED ON CONT'OR SUPPt.IEDrDATA°ANDLn MEASUREMENTS ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOWERRONEOUS 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 I OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION _- -PRIOR TO -MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATIOMAND INSTALLATION TYPICAL ANCHORAGE: f^N- - OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND (4) 3/8" DIA. AMIFAST CONCRETE INSERTS {F= K30 OUR AST EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (PART# 165003 & TEST REPORT 9S329 BY ! j . y tNTENOt D. 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) HURRICANE CONCRETE PAD FOR GENERATORS (GENERAC AND HONEYWELL UNITS) (ON -GRADE! APPLICATIONS ONLY) Esue,.... �ry U �I CONCRE?E PAD SCHEDULE "-' ?ri- r UNIT DIMENSIONS (IN);� MINIM66 PAD DIMENSIONS (IN) WIND LOADS ;UNITS CONCRETE PAD WEIGHT ITEM GENERATOR UNIT1 ' WEIGHT PAD MODEL # ALLOWABLE ALLOWABLE WIDTH I kLENGTH/ HEIGHT-r�Bs) g[[, )- WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT (PSF) (LBS) 1 8KW 25.OD 46100,' tp29OOrj"`J16.q FG31S4-4G 39.56 53.56 4.00 240 30.72 296.93 2 1OKW 25.00 48.00 29.00 407 'FG3154-4G 30.56 53.56 4.00 24D 33.13 320.25 3 14KW 25.00 1 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 4413 FG3154-4G 30.56 53.56 4.00, 240 _3526' 340.85 5 16KW 25.0 � 48.00 29.00 513 FG3154-4G 30.56 53.56 4.00 240 = -38 53 " J 372.44 6 17KW _ ' 25.00 48.00 - 29.00 471 FG3154-4G 30.56 53.56 4.00 i240-w Z�36�40� f 351.88 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4.00 it 240t 134 37� :/ -332.20 8 20KW 25.00 48.00 29.00 451 FG3154-4G 30.56 53.56 4.00� '240 ! 35 39 `�d 342.12 , -- 9 20KW 25.00 48.00 29.00 516 FG3154-4G 30.56 53.56 4.00 z.24D r38 7U ` ~374.09 10 22KW I 25.00 48.00 29.00� 526 FG3154-4G 30.56 53.56 4.00 240 39.20 378.93 BY MANUFACTURER, VERIFIED BY OTHERS. _e•-rl-Y=y"-j L-IUU. I1IILKNCtI, Ur t_ I IIWIJI l n 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. 951 SIDE VIEW I PAD 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. 11 EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE PAD WIDTH THICKNESS FROM ANY CONCRETE FACE (NOT SHOWN) . 1� NOSCA; PADETAILPRE-FABRICATED GENERATORD W L BENNARDO, P.E. OU46549 prmcvL�asusatlar , REYTRIANI P.E. v 2 �7 J C4 W_ lYl 9 J - in n O T a rww LU pGQWe Os ma �C4 D,m U'iw� U)ca OW 0w 'i (3 11. z Z � C9 K cc ww V w 0- J L9 Wz xw w Z c°J O tu - o � w cc w >_ p O Q �. LLJ O Z U a OC w 0 Z 'L 3 w N to u0 11 � p 00 w u U) T Z Vl O M. aI to V) O 0 U W tO w 0 =rL w '- OO '- 9t, -o �000 - % E S G 3 J J you "6 5'1 O oaaa,. to�; �y` zi b W V u'. mi mm 1i� � �d1�-+�ao o � '�igQoa Y mN ,R 2 fi rc?: COMRIGIR ENGINEERING EMPRESS ° 14-1669A u s z<�Ys Zri *S W V N �ZMcn W1-u , m WQQCCO W CO m W U .- � E JYf rn W -o u�\ ~ U 0 UJ V0Q ,� W m W C1 Qz CI wwo�. a w O=ern 0w0, 0 wgo0 ww0¢a �0c� z (1O E3 06/06/2018 .1 11 30F3