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HomeMy WebLinkAboutSPRING STREET S 137_15-00001682 LAXT IlAORX BUILDING & SAFETY D P,EAM EXTRE ME TM 130 South Main Street ♦' Lake Elsinore Ca. 92530 PERMIT JOB ADDRESS . . . . . 137 S SPRING ST DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR TRYON CARLA CURRENT POWER ELECTRIC HUGHES DIANA 27537 COMMERCE CENTER DR 137 S SPRING ST TEMECULA CA 92590 LAKE ELSINORE CA 92530 951-440-2441 LIC EXP 0/00/00 A. P. # . . . . . . 374-261-008 7 SQUARE FOOTAGE 0 OCCUPANCY . . . . GARAGE SQ FT 0 CONSTRUCTION . . . FIRE SPRNKLR VALUATION . . . . 15 , 000 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 13 . 00 X 12 . 5000 VALUATION 162 . 50 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC . WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 225 . 50 . 00 225 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES PROF .DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 45 . 10 45 . 10 . 00 PLAN RETENTION FEE 2 . 07 . 00 2 . 07 SEISMIC GROUP R 1 . 95 . 00 1 . 95 PLAN CHECK FEES 169 . 13 169 . 13 . 00 TOTAL 500 . 00 214 . 23 285 . 77 SPECIAL NOTES & CONDITIONS ROOF MOUNTED SOLAR WITH 19 PANELS, 19 MICRO INVERTER, 1 ENPHASE MONITORING P A I D SYSTEM 4 . 75 KW JUL 0 r 2015 LARN W City of Lake Elsinore Please read and initial Building Safety Division +; •' 1.1 ant Licensed under the provisions of Business and professional Code Section 7000 et.seq,and my license is in full force. Post in conspicuous place —2.[,as owner of the property,or my employees w/wages as their sole compensation will do the work On the job and the structure is not intended or offered for sale. 3.I,as owner of the property,am exclusively contacting with licerised contractors to construct the You must furnish 1'ERWT NUMBER and the project. JOB ADDRESS for each respective fi)spection: eQ�.I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: _....._5.t shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 10rout BP04 Slab Grade P LO1 Underground Water Pipe SSO1 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathin BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit SL04 Rough Electric Wiring Cl,Id EL05 Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PLO4 Rough Gas Pipe/Test PL02 Roof Drains BP 10 Framing&Flashing BP 12 Insulation BP 13 Drywall Nailing BP l 1 Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical a gs d ME99 *Final Mechanical BP99 *Final Building *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date inspector OTHER DIVISION RELEASES SPO 1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building be ng released h the City SP03 Pool Steel Rein./Forms Date Inspector SP04 Pool Plmb./Pressure Test Fire SP05 Pre-Gunite Approval E3VMWD SP06 Rough Pool Electric Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Pre-Plaster Approval TLfMF SP99 Final Pool/Spa Planning/Landscape CITY OF v> DREAM EXT RL• M E ,� 130 South Main Street 'ovAPPLICATION FOR APf7LATI0i�N0 BUILDING PERMIT DPTLIC TION =� �E/��.._ VALUATION CALCULATIONSf Bl,f LDIN AD RESS 1st FLOOR SF f � r PA LOT/PARCEL 2nd FLOOR SF E 3rd FLOOR SF O W MA LI PHONE GARAGE SF N ADDRESS �• J E k1hereby �STORAGE SF � affirm thal i arh license under provisions of chapter 9 commencin DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in f Il�force and effect. OTHER: SF O LICENSE 9 d CITY BUSINESS N AND CLASS LI-1'JF ( TAX# VALUATION: R A VAILING !!U C ADDRESS �1�17ir1�(Z�ZQ () FEES T STATE/ZIP E o ) (� BUILDING PERMIT ( $ R JT��CTORS u'7fi E PLAN CHECK ` / > - LI N E PLAN REVIEW t` -1 / ` R MAILING C ADDRESS SEISMIC H CITY ATE ZIP PHONE PLAN RETENTION NEW OCC GRP./ CONST, []ADDITION DIVISION: TYPE: FIRE SERVICES ❑ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: SINGLE FAMILY ZONE: []APARTMENTS I rtify that I have read this application and state that the ❑CONDOMINIUMS HAZARD YES above information is correct. I agree to comply with all city Ll TOWN HOMES AREA? NO and county ordinances and state laws relating to building COMMERCIAL SPRINKLERS YES construction-and hereby authorize representatives of,this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: tion purposes. ❑DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION uAh I , I '- �Signature of Appiicant or Agent Date 5 �. 1Agent for Contractor ❑ C owner JJC.L-Ir L r Agents Nam_eC" Agents AddressgDIrmo 1�71 u CITY OF LAKE ELSINORE BUILDING AND SAF'L:I•Y UIVI`-ION Date:_ 7 e ER° /,5 NOTICE ❑ Stop Work EP Cor..rect Work Job Address 2-7 Permit Number d 5'"r ` g Oa yV 1��Czw� 5'fJ�—ems/,`.►/ - ( uJ Ica rZA-4 Division Inspector .4 y� CITY OF LAKE ELSINORE BUILDING AND SAFETY DIVISION Date: TO Gf o 1 NOTICE ❑ Stop Work Ej Correct Work Job Address Sm $Ftz IIV G., Permit Number ` ✓�a t' 6 e Z— Division Inspectors __ Ex Za Y "/7 Tim& T!jon Photovoltaic System 137 South Spring Street Lake Elsinore, CA 92530 CITY OF LAKE ELSINORr BUILDING ISI()�'� PERMIT Job No. 15-0627-PV June 26, W""P P ili { No.: e E 13 z 27537 Commerce Center Drive, Ste. 208, Temecula, CA 92590 Phone: (951) 506-6507, Fax: (951)506-6743 Wind Loading: Basic wind speed, V (mph) = 110 Wind Zone 7" = -17.1 psf Risk Category = II Factored Wind Zone "F" = -10.3 psf Exposure Category = C Gravity Loads: ROOF (R): Solar Panels (SP): Roof Pitch 6.0 : 12 Module: Sunmodule Plus SW Series Fiberglass/comp 5.6 psf Width 39.4 in. 5/8" Sheathing 2.2 psf Length 65.9 in. Truss framing 2.5 psf Total weight 39,5 lbs. R-30 Insulation 0.5 psf Tilt 6.0 : 12 5/8" Drywall 2.8 psf Misc. 0.4 psf Solar Panels 2.4 psf DL 14.0 psf Misc. 0.6 psf LL 20.0 psf DL 3.0 psf Mount spacing 6 ft. Trib Area to mounts 16.49 ft.' Project Data: Roof area 1988 ft-Z EW length 184 ft. IW length 184 ft. Wall Height 10 ft. Story Count 1 Module count 19 Project No. 15-0627-PV 6/26/15 Page 2 Beam No. 1: CHECK(E)TRUSS TOP CHORD Length=7 ff, Unbraced Length= 1 tt No roof live load reduction taken. Use(1)2x4 Select Structural'Shear ratio=50%'Bending Ratio=36%.Beam is OK Wgdb tAd Loads REACTIONS(O,L,Lr): From 0'to 7': w1-2'Roof=(28 pif D,0 plf L,40 plf Lr) Re={98,0,140), Rb-(98.0,140) Perot Loads: P1-(16.49)sp=49.47 tb D,0 lb L.0 lb Lr Ra=(25,0,0), RB={25,0,0) Reaction 1a: Max brg=263 lb Min b'. Length-0.29 in 42ac 0.sx -g=.,'u w , - riin u.y Lenyin=G.29 in Re=(123,0,140) Rb=(123,0,140) Use(1)2x4 Select Structural Geometry: b=1.5 in, d-3.5 In,A=5.25 MA2, Sx=3.06 InA3, Ix=5.36 inA4 Material Base Properties: E=1.9x10A6 psi,Fb=2250 psi,Fv=180 psi,Fc(perp)=625 psi,Fell=0 psi,Ft=1000 psi Shear Stess Factors: Cm=1,CI=1. Bending Stress Factors: Cf=1.5.CL=0.99,Cb=1.15,Ci=1,Cm=1.Cr=1.15 0:V u=-123 Ib at 0',tv-35,F v=162.ratio=22%,OK Main:maze=-0.21 in at 3.5'=U402� Co=0.9 Mu=259 Ib-ft at 3.5%fb=1016,Fb-3976.92,ratio=26%,OK I ....................._._...._.. ------- _..._.._._._._._.__._._._......_......_._._._._._._._._._._._...---............._._._._._._._._._._._._...................._..._._._._._._._._._._._._............._._._._ I awaaa w w w w w aww r w waw w waw r+w r ww„+rw—w w +w ..._.........—•_—______ rww I r r r r r + r+w � rw r r r r r r r r r r ! r r 1 ...............----------------._......_...------------............._._._.____.__._._._._._..._.....,..,....__._.._------------......_........ wr wwa ry1 e ________._._........_...__—_—___ ._..._.....---------------- ...._..----------------—-- 1-1---------- I __.................._._..._____.................._._._.___............. '------................--'---..............---------------------------------- i Project No. 15-0627-PV 6/26/15 Page 3 CHECK DEAD LOAD INCREASE COMPARED TO LIVE LOAD *ASSUME ROOF ILL CANNOT OCCUR AT SOLAR PANEL LOCATIONS (E) Roof dead load = 14 psf Solar panel dead load = 3 psf Roof live load = 20 psf New dead load = RDL + SP New dead load = 17 psf Co = .9 (for DL only) Co = 1.25 (when considering LL) New dead load (E) RDL+ RLL 0.9 = 18.89 psf 1.25 = 27.2 psf 18.89 psf < 27.2 psf OK Increased dead load imposes lower stress ratio than (E)dead + live loads Project No. 15-0627-PV 6/26/15 Page 4 CHECK SEISMIC LOAD INCREASE: TRIBUTAR`.AREAS. Roof area = 1988 sq. ft. = 1988 sq. ft. RDL = 14 psf Exterior wall area = 1840 sq. ft., consider upper 1/2 = 920 sq. ft. EW= 16 psf Interior wall area = 1840 sq. ft., consider upper 1/2 = 920 sq. ft. IW= 9 psf . ...... �_,�,,._._,n,.....,_....,....m.. ..,.... ........._...a.�._„__ ., w,. .., Solar panel area = 343 sq. ft. SP = 3 psf Solar panel quantity= 19 DEAD LOAD AT ROOF: (E) Dead load = (Roof area)*RDL+1/2(EW area)*EW+1/2(IW area)*IW (E) Dead load = 50832 lb SP Dead load = Solar panel area*SP SP Dead load = 1029 lb (N) Dead load = (E) Dead load + SP Dead load (N) Dead load =51861 lb Consider 50% of(E)trib roof DL: Seismic,P DLSP 1029lbs. Seismic(F) DL(E) 26445 lbs. 0.04 > 4% increase Therefore SeismicsP < 10% OK Seismic(E) Additional dead load imposes an insignificant seismic load increase Project No. 15-0627-PV 6/26/15 Page 5 Wind Loading Envelope Procedure(ASCE 5-10,Ch 28),Method 2 Risk Category 11 Table 1.5-1 Enclosure Classification W Enclosed Building Basic wind speed,V(mph) 110 Fig.26.5-1A Exposure Category C Sec.26.7.3 Wind Directionality Factor(Kd) 0.85 Table 26.6.1 ., xw hart No Topographic Irregularity per 6.5.7.2 -'PH"P HILh Ki, 44 x1Lh,K2 na 0 ' . ._..._._. `1. a..,w.... . — i. .. . �,. z/Lh,K3 na 0 E5CJ1iiAMENT 2-D RIDGE OR 3 D AXISYMMEMICAL HILL Topographic factor K,t 1.00 Wind Zone W1: Mean Roof Ht. (ft) 15 Height&exp.adi.factor A 1.21 Figure 28.6-1 � Roof Pitch 6 :12 = 26.57 degrees Sub Zone A B C D E F G H EOH GoH ps30(Fig. 28.6-1) 23.3 7.3 17.3 6A -6.8 -14.1 -5A -11.6 -16.0 -14.4 staight line interpolation Wind Pressure=A•K,,•ps3o 28.2 8.8 21.0 7.8 -8.3 -17.1 -6.2 -14.0 -19.4 -17.4 Project No. 15-0627-PV 6/26/15 Page 6 CHECK WIND UPLIFT Max Dead load per bracket= (Solar panel width/2*bracket spacing*Solar panel DL) Bracket spacing = 6 ft Dead load per bracket=49.47 Ibs 60% DL = 29.68 Ibs U = -17.1 psf(use wind zone "F") U' = U .6 =-10.26 psf .u.��.._-��.., <..>�.,._�...�'t....ales.^f.�r��.�ci.I.o�d.,=...S.oIar...p.anel..lenathC2'".bcacket..s ....�..,�,�.:_.._.�...V.__,,.��.......�............�.,_....�....�,_�.�..............,....>:_...........,.....,.,...�..4....�,._�....,..r.....,,._.,....._,..,....._.. Trib area for wind load =16.49 sq. ft. Y Wind Uplift=Trib area*U'+60% DL Wind Uplift=-139.51 Ibs Use 5/16 x 3.5" Lag screws (Min 2.5" embedment into (E) roof framing) Lag withdrawal (W') = W(Emb depth)(1.6) W (per inch of embedment)for a 5/16" bolt= 266 lb. (per NDS table 11.2a) Lag withdrawal (W') = 1064 Ib. W' > total uplift, OK Project No. 15-0627-PV 6/26/15 Page 7 m nv :0 :: : ov u LAT I C T: AERIAL MAP VICINITY MAP SHEET INDEX :.a...: DESCRIPTION REVISIONS o V i COVER SHEETIGENERAL NOTES ;,.` itr� `" r._" .r ;'•'`� :L.i@J3Vf81k,—Inn t P w p x. so a # - �� PV 2 SITE PLAN "firK: f = G q si ALCeflr hl.•ge; rr^a `cv' e - a .-.illy " �Kw-knnrt,ornt � PU 3 RO L� � �ieeV�t.Itrsttalxrice. { ... irri PV-4 � �� "JI i isior, A provW `' 1NEER*b } SINGLE LINE DI G Pi (, - SIGNAGE o -`J -•}a`,T. ..- .. ,:i.; .hill. G 1.: v1 1:',<• LL S iv v T w: Yf• dS103?� SYSTEM INFORMATION NTIAL PHOTOVO TAIC SYSTEM UNT 4...,: ': � , ... . .'.' :.. . •'- I SYSTEMOCAPAC CAPACITY: �,� - V LD • f STC: 19%250 -4750W DC ' . MODULES: 19 SOLARWORLD SW250 MONO MODULES k `•„" ^TY ,r� x5 It `Ga36Y78�s•&,�,"aa"n 195� � A '. .. AZIMUTH 215 MICRO-INVERTERS INVERTER' 19 ENPHASE M m ROOF DESIGN PARAMETERS: y, ° • .: -. _ ....;•...�..... ._ , ... .. .:. :. . . - Lire .. � x SITE E LOCATION ROOF DEAD LOAD: 14.0 PSF PAN LOCATION , GENERAL NOTES: ELECTRICAL CODES, OR EASEMENTS. I. ° � % t� F €. THE PV BREAKER SHAD OWNER INFORMATION: d OF W UHT:.( .0 SF Q F CARLA TRYON OF 1 ' � IN', NOT EXCEED 120%OF 8. THIS SYSTEM HAS BEEN DESIGNED IN 15• LIQUID TIGHT FLEXIBLE CONDUITS SHALL BE THE ALLOWABLE BACK FEED OF THE MAIN COMPLIANCE WITH THE CBC SECT ION 1609 TO SUNLIGHT RESISTANT. SERVICE BUSS RATING. WITHSTAND I10 MPH WIND LOADS. REFER TO 137 SOUTH SPRING STREET SOLAR PANEL WEIGHT.3.0 PSF 16• ALL WEATHER EXPOSED CONDUIT FITTINGS AND 2. PV WIRE SHALL BE USED IXKI DC RUNS FOR RACKING DATA SHEET. JOINTS SHALL BE WATERPROOF. LAKE ELSINORE,CA 92530 ROOF PITCH:6:12 f ®d \ UNGROUNDED/TRANSFORMERLESS INVERTERS. 9. THE INSTALLATION CONTRACTOR SHALL BE 17. THIS IS A UTILITY INTERACTIVE SYSTEM WITH ��` -��l RAFTER/TRUSS SIZE:ZX4 TRUSS TOP CHORD @ 24`O.C. RESPONSIBLE FOR READING AND " . a,. 3• INSTALL CREW TO VERIFY ROOF STRUCTURE NO STORAGE BATTERIES. WiNf�Iif�lGit+ ARA�IEERS W '� " -TM _ PRIOR TO COMMENCING WORK. UNDERSTANDING THE SECTION OF THE BASIC WIND SPEED:IIO MPH INVERTERS OPERATION AND MAINTENANCE BUILDING CODES: 4. MODULES SHALL BE TESTED,LISTED,AND MANUAL THAT PERTAINS TO THE SAFETY AND T IDENTIFIED WITH FIRE CLASSIFICATION IN THIS PROJECT IS DESIGNED IN ACCORDANCE WI I H p �,.��PROPER INSTALLATION. THE FOLLOWING BUILDING CODES: EXPOSURE�ATE�4RY:C UACCORDANCE WITH UL 1703•THE FIRE IO THIS SYSTEM SHALL NOT BE INTERCONNECTED e 4 O CLASSIFICATION SHALL COMPLY WITH TABLE I. 2013 CALIFORNIA BUILDING CODE(CBC) MAX UPLIFT W D PRESSURE:-17.1 PSF{WIND ZONE F'} 1505.1 OF THE CBC BASED ON THE TYPE OF UNTIL APPROVAL FROM LOCAL JURISDICTION i FACTORED UPLIFT WIND PRESSURE:-10.3 PSF W o CONSTRUCTION OF THE BUILDING. CRC SECTION AND THE UTILITY IS OBTAINED. 2. 203 INTERNATIONAL BUILDING CODE{IBC} ATTACHMENT TYPE: QUICK MOUNT WITH EUEREST CROSSRAII O m L R902.4. H. ALL CONDUCTORS TO BE COPPER UNLESS 3. 2013 CALIFORNIA ELECTRICAL CODE(CEC) CONTRACTOR INFORMATION: 0 MSP RATING: 200A MSP WITH 2O0A MAIN BREAKER AT TOP O >, SPECIFIED OTHERWISE cn �5. SMOKE AND CARBON MONOXIDE ALARMS ARE 4. 20I3 NATIONAL ELECTRICAL CODE{NEC} W REQUIRED PER CRC SECTION R314 AND 315 TO 12. PLUMBING AND/OR MECHANICAL VENTS SHALL 27537 COMMERCE CENTER DRIVE \, INTERCONNECTION: TEED TO PV BREAKER IN MSP +1 � c o z° 5, 2013 CALIFORNIA FIRE CODE(CFC) iR�caC CL a E BE VERIFIED AND INSPECTED BY INSPECTOR IN NOT BE COVERED,OBSTRUCTED,OR RE-ROUTED SUITE 210 i owe f r�r\ OCPD RATING: 25A,2-POLE BREAKER THE FIELD. AROUND SOLAR MODULES ALL CODES AS ADOPTED BY THE CITY OF LAKE ,� �l <��Yr'n\ STRINGING, I ARRAY OF 7 MODULES AND I ARRAY OF II MODULES a p "' 0 ELSINORE TEMEt ULA,CA 92 4� n I ATTACHED WITH ENPHASE M215 MICRO-INVERTERS 6. CONDUIT RUNS ARE DIAGRAMMATIC,SUBJECT 13. ALL CONDUITS AND EQUIPMENT SHALL BE _ "CLASSIFICATION I 1 U FIELD , C - PH:(95!/440-2441 *1, c-I O 1 UTILITY: SOUTHERN CALIFORNIA EDISON{SCE) T N P Em TO FIELD CONDITIONS,AND INSTALLATION PAINTED TO MATCH THE EXISTING _ �� }" � ���1���' �� LICENSE NO. � ,7Poo 99329E /_�/ r CONTRACTOR'S FINAL LOCATIONS THAT MEET BACKGROUND MATERIAL COLOR OF THEIR y\, .4 DATE: 06/26/15 NEC REQUIREMENTS. LOCATION dui ; ''r �` `� �0�CA�-�f i SCALE N.T/.sl./I _ DRAWN BY: CWJ m 7. ALL EQUIPMENT INSTALLED SHALL BE IN 14. THE SOLAR PHOTOVOLTAIC INSTALLATION WILL PROJECT NUMBER: = ACCORDANCE W!TH ALL LOCAL BUILDING AND NOT OBSTRUCT ANY PLUMBING,MECHANICAL, X 15-0627-PV SHEETNUMBER: PV-'OF - I 3 1 i C f 51_23' n 22,62' `'.. EERLd J i i E i- ; E� N 291 811 u uj "IF LAKE ELSINO" up�s �.B IL w Sli _ SOLAR SUB-PANEL 101-1011 C �v� o- , DISCONNECT tQ ,;; ---- —;--.-�E) 200A MSP i Lu 3 i U i V., I I C7 i f 4- U _ 1 u _ 7 3 .811 _ o r u? SOUTH SPRING STREETv w E QV1 M co \ SITE PLAIN 1 I � DATE: 06/26/15 = f / SCALE! - �� I SC4LE. I" - 50'-0I, 1 fl��:PY: cvi,Jr 4 PROJECT NUMBER . 5-0627-PV SHEET NUMBER: x TEXTERNAL CONDUIT RUN PANEL INSTALLATION NOTES; I. INSTALLATION TO MAINTAIN 36' MIN. Wit_- ----- fill", ----- -- --- - CLEARANCE FROM ALL RIDGES, 18"FROM ALL@HIPS. 2. SOLAR PANELS SHALL NOT EXTEND MORE THAN a g of ' o ! ; i$' PAST LAST ATTACHMENT POINT i ;; 3. CONDUIT RUMS ARE DIAGRAMMATIC, SUBJECT �tKEER CIL 16" MAX TO FIELD CONDITIONS, AND INSTALLATION *�% -- ------ - ------- - CONTRACTOR'S FINAL LOCH T IONS THAT MEET C � NEC REQUIREMENTS �00 _> - `__1_ i 4. A MINIMUM 36" CLEARANCE IS REQUIRED I I' ii 8 AROUND EXISTING GAS METER TO AL L NEW o� N �P 'S1038 EQUIPMENT i � i 5. GEC/EGC SHALL BE CONTINUOUS, OR V►iHEN I i ' � SPLICED, SPLICE SHALL BE MADE BY K„ i j _� II ' ; QI iRREVERSIBLE CRIMP OR EXOTHERMIC WELD E € �; i__ ______ __ SOLARWORLD SW250 MONO BLACK----` I ; �' II I i I 6. BONDING BUSHING REQUIRED ON ALL METAL SOLAR MODULES (TYPICAL OF 19) 4 CONDUIT, JUNCTION BOXES, DISCONNECTS,AND ENPHASE M215 MICRO INVERTER `� 1 ?I O F -, I ENCLOSURES 1 f h. ® ' I MFR TRUSS �, } -J, 0 I ;� I @ 24 G.C. TYP. LEGEND: F � b E li 1 ' I E MSP MAIN SERVICE PANELZN 0 4 1 ti ti ' iACD AC DISCONNECT SOLAR SUBPANEL i MSP JB JUNCTION BOX i u M- s U NEW ATTACHMENT POINTS @ 7211 O.C. MAX " II r a LA --EVEREST CROSSRAILS, TYPICAL ROOF PARAMETERS: w -k ROOF PITCH. 6:12 N a- in a AZIMUTH: 195' > Z o a CL ROOF LAYOUT DATE; 06/26l15 SCALE. 1/8" _ 1'-0" DRAWN BY: CWJ a PROJECT NUMBER: E' 15-0627-PV l u U SHEET NUMBER �. _ PV3o. 7 PV ARRAY: 4750 WATT PHOTOVOLTAIC ARRAY MFG: SOLARW-ORLD o N MODEL: SW250 MONO BLACK - 1 ARRAY OF 7 MODULES AND I ARRAY OF II MODULES 0 CONNECTED TO AN ENPHASE M215 MICRO-INVERTER UNDERNEATH EACH MODULE P� ,, tAECR d - 6 _ - IJt� tit i - PANEL INSTALLATION NOTES: co JJJ 1 0 � J I W U I J I_ _ i I. EQUIPMENT INSTA_LED IN ACCORDANCE WITH �� j o r----- 1------- ---------------------- - w}w » - -Q-I-�- 1-q- - -Ti -7- -�-y 7- - _ _ _r _ .. E - w NEC SECTION 690 AND ALL APPLICABLE 0 Z � REQUIREMENTS OF SERVICE UTILITY AND — AUTHORITY HAVING JURISDIC T ION (AHJ) ° I it _ _ _ 2. GROUND WIRE MUST BE CONTINUOUS AND --------t--- ------------------------- �_ _ y - - - Q INSTALLED TO ALLOW FOR PANEL REMOVAL � WITHOUT DISTRUPTING CONTINUITY, ALL ° MODULE GROUND CONNECTIONS SHALL BE - MADE IN ACCORDANCE WITH NEC SECTION a ENPHASE ENGAGE CABLES 690.4 (C). 2 o 1 INTEGRAL TO INVERTERS s I", TYPICAL OF (2) 3. FOLLOW MANUFACTURERS SUGGESTED w ,� INSTALLATION PRACTICES AND WIRING c SPECS. 4. WIRES SHALL BE RATED AND LABELED h h u "SUNLIGHT RESISTANT" WHERE EXPOSED TO H g AMBIENT CONDI T IONS. f JUNCTIOn�� JUNCTION BOX L________ 5. GEClEGC SHALL BE CONTINUOUS, OR WHEN ' SPLICED, SPLICE SHALL BE MADE BY ti { 11 r1 IRREVERSIBLE CRIMP OR EXOTHERMIC WELD ,� °° O DPNQI—P �V�t0E(V3R D a`[g,!, t �-SOLAR SUBPANEL �,.� a-.`CCI DJN 1t B c ,0, 0 - x 1 I II i I ___ B U I L . N, JI -sD I I 1`4! u j w I1 1 I + @@ � P-------------__._._ -------..----..------ ------- -__..--______-__-___ / r 17 V In �� �3 #10 kWG, THWN-2 - v 6 -#I0 AWG, THWN-2 �. ` : F . _ _ _-._ ._ _ �._...» .� ._, ,.._ ..,a r- > ._ p I - #6 AWG, THWN-2 1 #6 AWG, THWN-2 0- U) .y oU) ul � MOWIRING DIAGRAM n,TE�a�1s7Tr••26�15 SCALE:I`f.i/.�Sl.� 1 DRAM BY: CW J PRQIECThum"71 15-0627-E SHE+ETNiM4_BER: r-1201240 VAC, 100 A SOLAR SUBPANEL ENPHASE ENGAGE CABLES--, � (E)200A, 240VAC; MSP INTEGRAL TO INVERTERS f TYPICAL OF (2) ;� \ Cll"'Y OF LAKE 3 -#10 AWG, THWN-2 FROM UTILITY POLE * E ENPHASE M215 I -#6 YAWG, THWN-2 / 15A, Z POLE BREAKER , � tl '� fi'..,l ..: G411EER*bi �\ j IN 3/4 EMT CONDUIT / �� ��0 MICRO-INVERTER ; I \ o= � �; y do TYPICAL OF (2) \ \ i (E)200A, 240VAC 1, MAIN DISCONNECT ON TOP P E "' a ' ' ARRAY I o �N uwj 7 SOLARWORLD -- j 4 JUNCTION SW250 MONO BLACK INV , ' BOX � AC UTILITY i UM _ . _.._.. _..._w. -_..._... .. . .-_. -_.......... ��g, { r DISCONNECT 30A 250W MODULES 120/240V, NEMA 3R t a''>F :.: Q !PMENT,NOTES:. .�:., 1. GEC/EGC SHALL BE CON T INUOUS, OR o o WHEN SPLICED, SPLICE SHALL BE j ti � rz A MADE BY IRREVERSIBLE CRIMP ORrz r j EXOTHERMIC WELD c� ARRAY + 11 f � , 11 SOLARWORLD ; JUNCTION o-- 2. BONDING BUSHING REQUIRED ON ALL o ENV I w - - FETAL CONDUIT, JUNCTION BOXES, Z SW250 MONO BLACK , , BOK ___� _ , ! DISCONNECTS, AND ENCLOSURES n ____ ____ __________ __ ;_ ---______ _ _ TO LOADS 250W MODULES _1,_____-- ' i i 7 r Z 5 1 _________ am___________ ...�_ • l/ V V -------------- --J \ 3. A MINIMUM 36" CLEARANCE IS REQUIRED AROUND EXISTING GAS I METER TO ALL NEW EQUIPMENT Z EGC BONDED BY WEEK CLIPS OR #6 BARE COPPER '+f 3 -#6 AWG, THWN-2 I -#6 AWG, THWN-2 • ...TYPICAL OF (2) BREAKER SIZE CALCULATION IN 3/4"EMT CONDUIT ` 6 -#10 AWG, THWN-2- I -#6 AWG, THWN-2 # OF INVERTERS = 19 25A, 2 POLE, BACKE EED IN 5/4"EMT CONDUIT E BREAKER AT THE AIlPS/INVERTER= 0.9A W (E) SYSTEM UFER GROUND----- OPPOSITE SIDE OF MAIN TOTAL AMPS = 17.!A a v o � 6 � BREAKER 1.25*17.IA = 21.38A 0 65 25A BREAKER REQUIRED 4- > .= o d% a- c- c: w a BACKFFED CALCUI TON = ,J; SINGLE DINE DIAGRAM 200xf.2 =24CAIP5 240 - 200 =40A MAX BACKFEED SDATECALE.:06 /15 'uCALk:N.T.S. 25A BREAKER OK °RAmBY: cwj Pfto1ECT HVMHER: � 15-0627-PV y ....r NUMBER DER..r ---__--�� V-5 ' Fir"�°� .,..�,... AMPACITY DERATING FOR MULTIPLE WIRES IN A EMT CONDUIT FILL LIMITS 0 EVEREST CROSSRAIL a FLASHING PER ATTACHMENT MANUFACTURER CONDUIT (ALLOWABLE WIRE COUNT IN CONDUIT) (E) TRUSS TOP CHORD OR ROOF RAFTER PER PLAN Q QUICKMOUNT MOUNT ATTACHMENTS AWG FULL 4-6 WIRES 7-9 WIRES CONDUIT #12 #10 #8 #6 P.V. MODULE PER PLAN AMPACITY (80%) (70%) SIZE AWG AWG AWG AWG r #12 20A 16A 14A 1/2" 9 5 3 2 #10 50A 24A 21A 3/4" 16 10 6 4 6'-0" #8 55A 44A 38,54 IN 26 16 9 MAX #6 75A 60A 52.5A \NEER* . .. .... .... ... ...... .. CONDUCTOR SPECIFICATIONS � S o� � 3 ISCALE: f N.T.S. v err l�00 s € 4 -7rs r J� > tE ' S ��j z�� o 1 I 1 I I� (E) SOIL OR SLAB WHERE OCCURS (D SOLAR SUBPANEL (D (E) MAIN SERVICE PANEL ® ROOFTOP JUNCTION BOX TO SOLAR ARRAYS PER 03 (E) MAIN LINE FROM UTILITY POLE PLAN g �4. A/C DISCONNECT q ' NOTE: A MINIMUM 36`CLEARANCE IS REQUIRED GE AROUND EXISTING GAS ML— !ER TO ALL NEW � o 4 I .. ..... .. 'EQUIPMENT AKE °" RAIL ATTACHMENT PLAN VIEW) �� ��� ILD N G DIVI&ON SCALE. 6�-� 3 m I Z (E) TRUSS TOP CHORD OR ROOF �_,........ ....... .� .....�_._..._...__.._____..._..-__.._ -_ __.___.__. :......__ + RAFTER PER PLAN 2 J „ - 0 5/16" SS LAG BOLTS @ CENTER OF :: a. ROOF MEMBER W/ 2 I/2 MIN EMB ® (E) ROOF SHEATHING UM ACID SS QUICKMOUNT ATTACHMENTS EVEREST CROSSRAIL © P.V. MODULE a Ea CL ct) rn ai a- � N O ljj —: � ���----; : ,—ice -FIE �_, -� r /�("��[�� - ' 1-r'— E !_—! 1 ;�' I i 1 RAIL ATTACHMENT (COMP I��1..PI" >•-�•�`'° I � I otiTe O6/26115 ELECTRICAL E�.�lP[0r-IlT ELEVATION� lomvm8y. CWJ O f E T S PROJECT. 15-0627-P R-0627-P SMcEF NUN3�R: - PV-� MATERIALS LIST SIGNAGE QTY. ITEM DESCRIPTION LABELS SPECIFICATIONS: MARKING SHALL BE PLACED AT "INTERACTIVE POINT OF INTERCONNECTION" I, ALL CAPITAL LETTERS (AT MAIN SERVICE PANEL AND SUBPANEL IF APPLICABLE) (NEC 690.54): SUNMODULE PLUS OPEN CIRCUIT VOLTAGE (Voc) : 37.8V 2. MINIMUM 3/8" LETTER HEIGHT MAX. POWER VOLTAGE (VMP) : 31.IV ARRAY 1: 19 SW 250 MONO BLACK 3. ARIAL OR SIMILAR, NON-BOLD SHORT CIRCUIT CURRENT (Isc) : 8.28A 4, WHITE LETTERING IN RED BACKGROUND AC OUTPUT CURRENT 6.3A, a SOLAR MODULES MAX POWER CURRENT(€MP} : 8.05A a 5, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT NOMINAL OPERATING VOLTAGE 240V _. (DURABLE ADHESIVE MATERIALS MUST MEET THIS REQUIREMEMT) INEER MAX DC INPUT VOLTAGE : 45V _-- ARRAY 2: �. � MAX DC INPUT CURRENT: 10.5A ENPHASE M215 b. ALL SIGNS SHALL BE REFLECTIVE — AC OUTPUT CURRENT 99A, Q� 19 MAX AC OUTPUT VOLTAGE RANGE : 211-264V MICRO-INVERTERS MARKING SHOULD BE PLACED ON ALL INTERIOR AND EXTERIOR PV NOMINAL OPERATING VOLTAGE 240V > MAX AC OUTPUT CURRENT : 0.9A o 6 1 .— v o`- CEC EFFICIENCY : 96% CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, EVERY — ----- a >b Z .Q TEN FEET, WITHIN I'-0" OF TURNS OR BENDS, AND WITHIN I'-0" ABOVE TO BE INSTALLED AT BACKFEED BREAKER AT MAIN SERVICE PANEL: 2 JUNCTION BOX NEMA 3R, UL LISTED AND/OR BELOW PENETRATIONS, AND ALL PV COMBINER BOXES, ! I AC DISCONNECT 120/240V, 30A NEMA 3R, UL LISTED JUNCTION BOXES, AND PV POWER SOURCE, SOLAR ITV BREAKER: I BREAKER OCPD 2 POLE, 240 VAC, 25A CAUTION: " I SOLAR SUBPANEL 100A SOLAR SUBPANEL W/ (2) 15A 2 POLE BREAKERS BREAKER IS BACKFED. DO NOT RELOCATE 24 ATTACHMENTS QUICKMOUNT CLASSIC COMPOSITION MOUNT PHOTOVOLTAIC CIRCUIT N 128' RAIL EVEREST CROSSRAfL � DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. TO BE z 80, CONDUIT 3/4" EMT CONDUIT Z INSTALLED AT DISCONNECTING MEANS PER NEC 2011 690.17 WARNING : a ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON h BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. ry -_-___.___..._.._ _ MARKING SHALL BE PLACED AT MAIN SERVICE PANEL, PLACARD TO BE R;`., . MINIMUM 8"x8': T LA E E � �O� ; IE BUILDING DIVI&�ON CAUTION: - ------ POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING -- -- --- SOURCES W71 H DISCONNECTS LOCATED AS SHOWN: PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER OUTSIDE "' " ' """"'" - OF A BUILDING OR STRUCTURE OR INSIDE NEAREST THE POINT OF ENTRANCE OF THE SYSTEM E o — — CONDUCTORS PER THE REQUIREMENTS OF ARTICLE 690.14(C) 2 " U 50LAR SUBPANEL .N PV SYSTEM DISCONNECT FOR UTI!ITY L ui SOLAR PV ARRAY ON ROOF OPERATION L>,�_ � — SERVICE POINT AND UTILITY METERING z U ,�l— t2 C3h - o DRIVEWAY DATE 06/26/15 SCALE:(i.E•S• SOUTH SPRING STREET DRAWN BY: CWJ PROJECT NUM9�R c 15-0627-PV SHEEET NUMBER: a