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HomeMy WebLinkAboutCANYON ESTATES DRIVE 31756_13-00002263 w-. C.', TY O F LADE ? LSIlA0R.E BUILDING & SAFETY DREAM EXTREMETM 130 South Main Street PERMIT JOB ADDRESS . . . . . 31756 CANYON ESTATES DR DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR SNIDER ROCKY RS ENERGY CALIFORNIA LLC SNIDER LAURA 20915 SW 105TH AVE 31756 CANYON ESTATES DR TUALATIN, OR 97062 LAKE ELSINORE CA 92532 LIC EXP 0/00/00 A. P. ## . . . . . 363-291-006 8 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR VALUATION . . . 15, 000 ZONE . . . . . . NA 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 . 00 45 . 10 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 169 . 13 . 00 169 . 13 TOTAL 497 . 98 . 00 497 . 98 SPECIAL NOTES & CONDITIONS INSTALLATION OF NEW PHOTOVOLTAIC SOLAR PANEL SYSTEM 4 a UWER2 Type: IF e I DfftEg 7/16/13 16 i ipt nu*. 311 2013 2263 11' 111it11m 64 1 $497.9E Trans nLtbe': 1 W, ;. nt Tr ws cute: 7/16/13 Tim'. 1:11:53 City of Lake Elsinore Please read and initial Building Safety Division ! 1.1 am 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.I,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 contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.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: 5.1 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 PLOT Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO1 Underground Water Pipe SSO1 Rough Septic System SWO1 On Site Sewer BP05 Floor joists BP06 Floor Sheathing BP07 Roof Framing BP08 I Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit 2 ( r EL04 Rough Electric Wiring EL05 I Rough Electric/ T-Bar MEO1 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BPI Framing&Flashing BPI! Insulation BP13 Drywall Nailing BP11 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical r r ME99 Final Mechanical BP99 IFinal Building Code ,Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building be in released by the City POO 1 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 I Final Pool/Spa CITY OF �. LAKE L S I IJO RX DREAM EXT R E M.E T. 130 South Main Street APPLICATION FOR APPLICATI �O. BV j��I�� �� I� APPLIC N EIVED i DATE BY VALUATION CALCULATIONS BUILDING ADDRESS 1st FLOOR SF , 0fj 2nd FLOOR SF 3rd FLOOR SF O �t W MAILING PHONE GARAGE SF N ADDRESS 1l S E I STORAGE SF R 1swo 'I hereby affirm that am licensed un er provisions ot chapter commencm DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF O LICENSE# 1`�G�3 a CITY BUSINESS N AND CLASS F., C O TAX# C) T VALUATION: R S vt j t ��` W- A C ADDRESS ?4qI FEES T CITY STATE/ZIP' PHONE BUILDING PERMIT $ R A A R uk i PLAN CHECK A PLAN REVIEW R MAILING C ADDRESS SEISMIC H PLAN RETENTION ❑NEW OCC GRP./ CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: Ij SINGLE FAMILY ZONE: ❑APARTMENTS 1[1 certify that I have read this application and state that the ❑CONDOMINIUME HAZARD YES above information is correct.I agree to comply with all city ❑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 1 i1s' .t(a+tm cir ne,,j btu ic- solar na of Applicant or Agent Date AKA Agent for 0 contractor p owner Agents Name rt-, r Agents Address Z-Af C O N S U L T I N G 503.222.4453 MA Ruy I a E N G I N E E R S 503.248.9263 vlmk@vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 lwww.vlmk.com STRUCTURAL CALCULATIONS for SNYDER RESIDENCE SOLAR PANEL ADDITION 31756 Canyon Estates Lake Elsinore, California 92532 for RS ENERGY 2141 E. Philadelphia Unit E Ontario, California 91761 A�- 06 3®/N nit CITY OF L a y/�►/13 � `� Prepared By: Stephen Stenberg, E.I.T. PERMIT VLMK Job Number: 20130001.63 July 10, 2013 AP 'Structural Engineering•Civil Engineering*Industrial Engineering*PIanning•Studies/Evaluations•Entitlement Vl dill=: ('O "'uWtinfI[..ngj'n pax-" E111(;. Structural Calculations DC-1 Snider Residence Solar Panel Addition SNIDER RESIDENCE SOLAR PANEL ADDITION 31756 Canyon Estates Lake Elsinore, California 92532 VLMK JOB NO. 20130001.63 STRUCTURAL CALCULATIONS FOP, BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC - I thru DC - 2 Structural Calculations C - I thru C - 4 Reference Information R - I thru R - 5 DESCRIPTION OF STRUCTURAL SYSTEM The Snider Residence Solar Panel Addition project consists of new solar panels being added to the roof of an existing residence. The following materials and Components are being proposed for this project. Roof Structure: Pre-Manufactured Gang Nall Roof Trusses Roof Material: Flat Cement Tile Solar Panels, Canadian Solar CS6P Solar Panel Rack System: Sunmodo 10 Module Racking System Solar Panel Rail System: Standard Hello Rail Rail Connection System: Quick Hook USA Flat Tile Mount QMF7H Mounting Connections: (2) 5/16"x 5" Lag Screws, Do Not Use Edge Holes Additional Information and Notes: 1. All waterproofing and building envelope related construction is the responsibility of the contractor. 2. The structural stability, integrity, and capacity of the Quick Hook USA Curved and Flat Tile Mount with both the 4-1/2' and 6" Base Plate are based on testing reports provided by Applied Materials & Engineering, Inc. dated October 17, 2012. Copies of these reports and testing procedures are available as requested, MW Page 1 Printed:July 10,2013 Structural Calculations DC-2 Snider Residence Solar Panel Addition ***LIMITATIONS*** VLMK Consulting Engineers was retained in a limited capacity for this project. The design is based upon information provided by the client, who Is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Consulting Engineers for items beyond that shown in this Structural Calculation Package. DESIGN CRITERIA CODES: 2010 California Building Code based on the" 2009 International Building Code DESIGN LOADS: Live Loads: Minimum Roof Live Load 20.0 psf Dead Loads: Roof (Light-Framed Timber) Cement Roof Tiles 14.0 psf Sheathing (5/8" plywood) 1.8 psf Insulation 1.0 psf Pre-Manufactured Trusses at 24"o.c. 2.5 psf Mechanical and Electrical 1.0 psf 5/8" Gypsum Board Ceiling 2.8 psf Miscellaneous 1.9 psf Total Roof Load 25.0 psf Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, I, I" = 1.0 Occupancy Category II Wind Ekposure C Internal,Pressure Coefficient GCrq 0.18 Foe: Page 2 Printed;July 10,2M C O N S U L T I N G 503.222.4453 Job Snider Solar E N G 1 C1I E E R S 503.248,9263 Job No. 20130001.63 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk@vlmk.com Date 07/10/13 www.vlmk.com v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C -- Roof Mounted Solar Panel Addition Based on the 2010 California Building Code and 2009 International Building Code Check Existing Framing' EXISTING ROOF LOADS W D L (Psi Existing dead load(See DC-2) WLL= r' D p µ (pso design five load(See DC-2) WTL= 45.0 (psf) Total roof load LpANEL SOLAR �T#OF�BAYS PANEL WEIGHT PANELS W OLaLt PPANEL=='µ °(lb5) Panel self weight L = =;64:' :,w.(in) Panel length W = w8 = (in) Panel width FRAMING LFRAmING WPANEL= 2.54 (psi) Total panel load ,FRAME WEIGHT PFRAME = _ 7Z.Ot4- (lbs) Frame self weight `Note: -•FRAME_ 2(}:D (in) Panel length Portrait=long side parraffel to framing. *FRAMES= :. # of frames/panel Landscape =short side parrallel to framing. WFRAME= 0.68 (psf) Total frame load LOADING CQMQARISON LFRAMING^ = = (ft) Existing framing length Existing framing tributary width #DAYS=— #of panel bays Orientation = Potlai Panel orientation with respect to framing (*see note above) LPANEL= �10.75 (ft) Length of panels WPROP= 52.1 (p 1f) Propose ea Load d Dead PROP— DL RI L P3NEL FRdM 8 J WLL— 40.0 (plf) Design Live Load 1 LFRann WWST= 90.0 (plf) Existing Roof Load % Ia - P Rr } If, �0J4 INCREASE= 2.3% •• EXISTING FRAMING IS ADEQUATE(<5%INCREASE) C 0 N S U L T I N G 503.222.4453 Jab Snider Solar LVA HILV4 13 E N G I N E E R Slwww.vlmk.com 503.248.9263 Job No. 20130001.63 3933 SW Kelly Avenue • Portland • Oregon 97239- vlmk@vlmk.com pate 07/10/13 v2.20-Software Copyright 2013 VLMK Consulting Engineers, All Rights Reserved. Sheet No. Roof Mounted Solar Panel Addition Based on the 2010 California Building Code and 2009 International Building Code "heck Solar Panel Attachment-.4.5 Inch Base Plate WIND LOAD (� ,W) WuPLIFr= = 24>5 (psf) See attached sheet Pi7'LIFT _ �UPIIFT PuPLIFr= 213 (1 bs) UpflttWienstle load at roof connection W =w"' See attached sheet V'W ', (PSO DOWNWARD p _ j PDOWNWARD- 170 (lbs) Downward/Compressive load at roof connection tCOUP— COMP• 2 6 = 4 (deg) Residence Roof Slope l'uPLrFT PLATERL= 213 (lbs) LateraljShear load at roof connection pLA?. OUIiCK HOOK ALLOWABLE LOADS (ANE Report#11264DC"Quick Hook USA-4.5 inch Base Plate") Load Type Capacity Discriptlon: Tensile ='= (lbs) Tensile : Tensile capacity was determined per above test with FS=4,0 Compressive=ff- 76 (lbs) Compressive: Comp. capacity was determined per above test with FS=4.0 Shear== 0 (Ibs) Shear : ,-hear capacity was determined per above test with FS=4.0 PUPLIFT< PTENSILE PDowNWARD'-'- PeoMPRESSNE USE(2) 5116 x 5 LAG SCREWS PLATERAL< PSHEAR C O N S U L T I N G 503.222.4453 Job Snider Solar LAE N G I N E E R S 503.248.9263 Job No. 20130001.63 3933 SW Kelly Avenue • Portland - Oregon 97239-4393 www.vlvlmk@mk.com pate 07/10/13 www.vimk.com v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No, Roof Mounted Solar Panel Addition Based on the 2010 California Building Code and 2009 International Building Code Check Solar.Panel Attachment-,4.5,Znch:Base,Plate LOAD SUMMARY (SEE EREVIOUS_PAGE) PLIPLIFr= 213 (lbs) PaOWNurARa= 170 (lbs) PLATERL= 213 (lbs) WIND LOADS WITH PRYING ACTION tr C? Dimension Length .� Y ax=- :33Ow= (in) az=r 3 C10=W' (in) z LY= DQ (in) x t aY= (in) � Lx ax � FUAIIFT a -S- L .PPRY l a PPRY-x= 379 (lbs) Uplift due to prying action in the X-Direction over(1.5)anchors PPRY-Y= 426 (lbs) Uplift due to prying action in the Y-Direction over(2)anchors PPRY-z= 450 (lbs) Uplift due to prying action in the 2-Direction over(1.5)anchors PPRY-MAK= 1256 (lbs) Total uplift due to prying action LANCHOR=_ (in) Lag screw length LEM6Ep= _3__ (in) Minimum thread length of proposed lag screw ANCHOR' (in) Diameter of proposed tag screw WALLOW= 266 (lbs) Allowable uplift per threaded inch of Jag screw CD -: p` =° Load Duration Factor(Wind) PALLOW LEhtsED 'W.Auortr 'CD PALLOW= 1,277 (lbs) Allowable wind uplift capacity PPRY-MAX PALLOW •• USE(2)ANCHORS AS SPECIFIED BELOW DANcH== 5116 ° LANCHOR= 5 " C 0 N S U L T I N G 503.222.4453 Job 5mrrxtt <-,,iAt< E N G I N E E R Slwww,vlmk,com 503.248.9263 Job No. 201 3rx�o1. G3 3933 SW Kelly Avenue - Portland . Oregon 97239-4393 lrnk.cnm Date = v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. G Wind Loads - Components and Cladding Based on the 2009 International Building Code and ASCE 7-05, 6.4 (Method 1 - Simplified Procedure) Y VtiG Exposure Category [Section 6.5.6.3] KZt= x mma1=OD = = Topographic Factor [Figure 6-4] I = Importance Factor[Table 6-1] Roof Slope =- > 7i fio'4 :Degrees V == g ip Basic Wind Speed 3-Second Gust [Figure 6-11 Effective Area = x :-. :: W Span Length x Effective Width Not Less Than Span Len th/3) Per ASCE 7-05, 6.4.2.2 and Figure 6-3 Horizontal Loads Height Adjustment Wall - Interior Zone 4 Wall- End Zone 5 (ft) A (Psf) (Psf) -20.4 18.6 -24.6 20 1.29 20.1 -21.8 20.1 -26.3 25 1.35 21.0 -22.8 21.0 -27.5 30 1.40 21.8 -23.7 21.8 -28.5 _ 35_ 1.45 22.5 -24.5 22.5 -29.5 _.-.--40 1.49 �- 23.2....-M ...,... -25.2 23.2 -30.3 45 1.53 23.8 -25.9 23.8 -31.1 50 1.56 24.3 -26.4 24.3 -31.7 - 55 1.59 24.7 -26.9 24.7 -32.4 60 1.62 ___ 25.2 -27.4 25.2 F -33.0^~ N Vertical Loads Height Adjustment Roof- Interior Zone 1 Roof- End Zone 2 Roof- Corner Zo e 3 (ft) A (Psf) (Psf) (Psf) 15 1.21 17.5 -18.7 17.5 -22.0 17.5 -22.0 20 1.29 18.7 -19.9 18.7 -23.5 18. -23._ v v25 1.35 19.6 -20.9 19.6 -24.6. 19.6 -- -24.6 _._.. _.............. .....__--_. _..__. 30 1.40 20.3 -21.6 20.3 -25.5 20.3 35 1.45 21.0 -22.4 21.0 -26.4 21.0 -26.4 40 1.49 21.6 -23.0 21.6 -27.1 21.6 -27.1 _..,... ....._.45...-... 1.53 � 22.2 -23.6 ._..._.. _....�22.2 � ..-.._27.8_u..._�. 22.2 � -27.8 50 1.56 22.6 -24.1 22.6 -28.4 22.6 -28.4 55 1.59 23.1 -Z4.6 23.1 -28.9 23.1 -28.9 60 1.62 23.5 -25.0 23.5 -29.5 23.5 -29.5 z a FUM REFERENCE ONLY o 250 r 250 < c. Ly� W V 250 250 0 � 250 250 Y c 250 ao ino � 250 250 NiYod 250 S:i Li d z F4. 60 Lo lCf thto . 't':'M t;• .•t^r .F•.••..••.�f• ..:ti." �.'� ','t.•ti,,',r' d�.'t."�•s�4.•�� � I U .t f.�. Z,s •'rs .:sti+.z..,..rts,�.. r- r:�E �� ._•. 4t ,t,ter,. caw i; 'J;' .ter.t t'i;' !':�a"'t�'veLjsi:r}jrr:lj��M;F•4 a i:i«i a'" �.+ LLU i :ii ..yr r...>n'G�.:.e�i s;y P•..r..s"'r.."t:j'. +.ti ,,,�,,y�++ a s• .n`•i' r F f,', *2• rS�,. !.��`�•f%�;n s..tG-.t?S'r: :..:. Ft {.' -t:>:i :k:- ;,fir.:= ?,s•4.f: .. cl) LU 0 s;. q-QOF C `'_t. z ! I '�' z w cn •v cri N � LU �— Lu � w z m _ Q d ba w in m > jCL 0 Q Lo cui U Q rL0cd h z w a w w uj tv Lit w LU M °a Ca , a x z � NOLO a 9 u— tx z z m w a LLU F a <a a a a ? z a z c�a FOR REFERENCE ONLY -� canadiansolar � ICI �YVFW` i r >M .......... .. _ - On-grid Module s;i.:;_-?s'::':'• ''' CS6P is a robust solar module with 60 solar ' cells.These modules can be used for on-grid I designand M2�_-::<�.,.::.:..:................. -:::� .:.',�;,.,.....,•.;:'� :.:;.. sour applications.Our meticulous4 production techniques ensure ahigh-yield, :....,.: ......._:._.._:... _^.:.:1�.:.; ^.';e';s.:'::...»:.:,.;i:vK:."^:^.r%-S:�Si,:;:c�•:.�:�?z::E;—: `:`.'.:i�::•i'': ,�i :i:::::•:.. c...:::'::.........:.. long-term performance for every module .��-:�,_ :::�=..:=-.•:::-..:::�:-:_.;..: : :<;.,... _,' ::.• . ....�.,. :.;::,:..;......;.;.r._..;.:: ::.�..,,. produced.Ourrigoraus quality control and - In-house testing facilities guarantee Canadian �;.-•-=.=�';�-�=;.�'•::i:,;:;=:_:..;�-_-::=:::,::,;<:: .::... ....:..._:..,.:::,.....:::::::�-.-: ::::.:;.:::..:-.., _,..�>s._.._.��.........._ ,,, ,.. 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Te earsspodcictyarranty{ntaY rialsmmarid;uvor aristslp; _ Applications �;��•�„2a�rears module pourer=autpu�wa�ranty r ;._._ On-grid residential rooftops AN-�w:i.= ?fdustry leadrnS plus only powarfolerance'!5V1-(+ ✓s,) '; On-grid commercial/industrial roof-taps - _ Solar power stations fcarigretlmodule;;passing mcffan�catIoadtest^ O#her on-grid applications t �4t)OPaAd withstand(�eav ar snPW toaxE �Q= edit;sfman"ufacfiurer:fn Ts1 9�g{Fhe automatty quaff ty mana�emaitt Quality Certificates y�stern)in modu[epraduc£ir:n since 2403 IEC 61215,IEC 61730,Ut.1703,CEC Listed, MCS,CE §SQ'17025 qualified manufacturer owned#es#ing lab, (5O9001:200t3:Standards for quality . iill csrnpl}%ingta;LEC..; UV ULtestn.gstandards:;;:;.':. management systems • IS .The automotive quality Q/TS16849.20(?9• man g ment y tem a e s s : :W nvtron ett Certificates = E i m t C !tf tca ISO14001:2©04:Standards for Environmental management systems - "x QC080000 HSPM:The Certification for Hazardous Substances Regulations www.canadlansolar.com FORHt`L"him r#NCE 4NKY R CSSP ;2301235/z4:t r 4 i1 vU ` • :E�ectr.ft;a] Data "- � cssP,�„1'3,0�114�_._t:3sPr��51Y'l �Cse,P�,+-2�lalH��x.-w'GS�,.i?�2d;5Ai��;�Gsfi,�,��016� .: Nominal Maximum Power atSTC(Pmax)I 230W 235W 24OW 245W 25DW Optimum Operating Voltage(Vmp) 29♦9V 30.1V 30.2V 30.3V 30.4V Dptimurn Operating Current(Imp) 7.70A ( 7♦82A 7.95A 8,08A 9,22A Open CircuitYoltage(Voo) 37.1V 37.2V 37.3V 37♦4V 37.5V Short Circuit Current{isc} 8.22A ( 8.34A 8.46A 8.fi1A B.74A Operating Temperature -WC-+B6`C I Maximum System Voltage 1,000V(!EC)1fiDOV(UL) Maximum Series Fuse Rating 15A ' -- PowerTolerance +-SW Pmax 0.45%tG "=`'' Temperature Coefficient Vat -0.36 VC p Isc NOCT 45'C ......,....".,..».»._....5......,......._....,,.-........•_.,.."....-.._,...,.....t_.......,»....t-_.� f.'1Z.b• ,..;...;..�,...,-., a,:•....,..».._._.... -;illnr3ect�ndFrdefespRnd{3lunF$ c� fedtanasm�flQUW/matrum74N tand,amllte�mpareEuraaf?SZ »- Vic:."..».,• .,«... ..................,.y.::':r:;x..z._: :°`':•".^""`...._.....w_....,.. ^-.W�«y.k�':w�W.r ��T-"s�=" �"-`r::c,.. .» ;�:' e�."-•.�.r•.._...�. _ �:[» r ..a<:...,':: ......,..»........ .,,.».,.««.....s;:,�.z�r:-.-=i<:c_........ ...r ":max - ......,....«...,.�_..._...._. _..,-.,-.»,.....;_.... « n.._-^ s..µ.hi,;,.,::srm:bra-:-_..,.,e�-.--� .,>.- -.x:>✓a:._..:::;x��-�.-_".e.-. "z":'c�;�,r,�'��.�s;.:.wF..:��' :-.:.r:�-._;;. .. ,;.,;..,m.,;,.».,k_'..T. r''M-:z-:.u^::'a.'a<.d:�x•..-....__._... -,"-,..,.,., ... ^.�:r'rwx,� r._ s..,..:.a: _ _�...x;F,r:;�:,�a'....M:r�'".��r�"-x,,..✓,z..:a�"--==.:... _... .. ..... ..I.e. ?x:...`. _x...":,...s.,...a_.._,_....:.x:: •^ ,:-.:: ...a,.....,.�_mc<:_.:: �•rz�2-.:x" . »,,,..u,...::M.... _ _ u.�,.:_=x.r. xc 'c":f:::'..-:: .i;.:; ,.,_.......___ .... y. .,.es^•as�.. -F...v='�'�-#�-`. „.v�..'"'�,.,...,^s.._.:..x.�.ic.,�„•'...�,'-�^.r.�cc';.rs..a::.=::,:.:�..,^�:;ek-:c.....,�..c;:x;...»_xro�-""' _:::x._:a;�.; ,..,.»_. i ,,. ....> t' ���'a.':sw�.....,..............cn.. s':�T'6�?,.v... .. �x:-•a:�iµ`..,."�'�?'sr»a".»...•_-.-^.,3..:.»+Y'.».,»�"'""'-..-�'.Sx�"�`�s''-:.�z.=".=:�:..:..•'�^.�=,.. '�•"r�^��;'^'=;,k"-^��:'• _ .._.._,._._,......".,...�.,.....„.:;xc:.::.x�::+::rr.w::.'-.':.:;::.:r:.�:...•....."rw,..s:.a....:....-x'i.•x.,..-..._....eTrc�. �• __... ,_..xw.....,- gx..w,:�r>•..�.: ,•:�:a:-'�r.��:;r_r__�.:.��i>..zc.�s_.-?�=^':;.c:y��ii:.�.j_:c.:• Cell Type Mono-crystalline -=•.-'- . .':: -• r:., Call Arrangement .m� 60{Sx10} —==w Dimensions 1638 x 982 x 40m (64.5 x 38.7 x 1.571nj - g _ :. Weight 20k&{44.1 -^- Front Cover Tempered glass Frame Material Anodized aluminium alloy `=r w j Standard Packaging(Modules per Psliet) 20pes ry.. `�,; arm-�-•-� �z•�'—:�. _. lit .». .�.«..,....,.. --�--°=•�.r -..,,....e._,;-._ �•»�- —.x=w�— �� ,-.�.�:. -�'--'"s+rr�. �:o,�,�'...-` .,.'•-�..�,Y9 rar���^c'�,."'�"'"'�'-�..s.''.�"_.=> � =-••.-- ^-��,'r„�.-...•-•3.x •,..._�,»...,,z_�.�:...� •�s.•r-=:�r .��",�i". .wY,T_=—'-----•=�r-">w..::c...... 1j •'r '",- T'w. " �,."',__ -- ..:�� rim-"'-`-<__ z.S;. �`.' '":. 'rr, ^.' 'M �-__''.-;' " 1'-'�,'��:�c»._'�-»-,-_,.'s.,_.--•--^-mac ,^�Js�w..''c��.sx.::",._:�,c�,^a.»..:..;,,,....rs.»^ _'"^^•�...�"�,...,"'^,z;:. :a=.'�,�=."c'•x..s.,-r„--r,"�....._:,..'� .a :r s.^s=�_.,-...»- _ " 5 ».y .....�'rc�mo:�-mac-^.:•x,.;..T...........-�"-.�� w �..s�-.....�:.. =�^^ :; ,�r--',- . ^.."... ,...,.._..._ ..":@-�..,^"'...._'- ^.-r.: ,.YS•.':'., w.. 1..........,.._..,._._._._.._..»..., .�._,�J�'Y:,�4A:i1!_"3F,`,{-1:7:'9M'T _�.�7�7.' .,,4 �.. �,���C-�.�__.•...., 14 77-77 ti . ='- ,�I )I II( I x,.......,,�. .._. �p, ......... _ ..,._--=��•._. ..... ?fir.":i!;i':::... i';�:�I�f:f` !.rrr :��-: ITTI , 11IIII i _ - _•_•._____....�. ,..t.».;'..:..!...."::.,.......8 H....,�....�...».»'Y..�.,i..,_[...^-__.[-F_..-...-_e[:...-...w_..",.-...w..-.»._........__.._.v:5"�....—.,._."..:i.....«_�..........�':.,,,..-..._.._,._......,....._.._._.................._...,,_............,......,,..._....,........-..........,_....'t'.....,..».�,_,.,.5.^:;�..�.�.m._:.'� C _ .................... ........^'F:f'�:.._........,..A.....,._.......,......-.._...»-«_+"._,......_... ....1._....:........,...�'-.`.��,,...•..._.b........:i�z.....,�S�:i'._:<..,......_..........................�..,.... ...:.-.__....................__,.....,...»....-t.""-".;�.,«:.:....:.•x'�:rGiz�-.'•.r.F-��--Y..':•."::S:n"'..::::Z•• ......:..::::'::_•:�'..::._..,.........•-�...................._.�.r.......__"-..,.......,. .._,.a .._ ..W...._ ,...X,_._..,". � a^^=....-•«"..."."..:::»•...-w.__.:...L�':,�.n'�'.`"i.'."^`.�'•":�'..'-'T:....'...."..»..._...".-.,...._..'._._..-..._......-"....w.r'T-m.-•.-C.+- e....__.,..,,«...W.,.. ._ �...x.::v-::.:r•�:..Y�.....:�-':-t-. .,r"..,--..�..,..«..k:T�.w..«.�.. ...... � .ram_._ ,..::�::."._........ ......._.. .._....l..t About Canadian Solar Canadian Solar Inc. is one of the worlds largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006,Canadian Solar has expanded its cell capacity to solar systems. Canadian Solar delivers solar power 800MW,and module capacityio 1♦3GW in 2010. products of uncompromising quality to worldwide customers. Canadian Solar`s world class team of professionals works closely with, our customers to j provide them with solutions for all theirsolar needs. � e ' FOR REFERENCE ONLY o � � N O.w c0 CL pto Ts a too JCL aZ ¢0Ea -jtu o her Q c9 tom 4 ' -4 N g inlitV L d IN-111,it V © CU 2 u LL +�"+ i E � J 4TUO 41 3.1 41 � � G � oc 0iCs u oto { U2 psi 0 w U2 I CDcn u c 3� Q 0 IL I E 0 CS z N i `u Q 1 � a gall , FOR REFERENCE ONLY I R_5 a N 20 N �� iLtQ o c +. MIN rm :m y Q mmft Y r E u Q ER id � a Till � `�U /gyp LA Lil � �� j U {M{,. t K0 e3 r0 u 8- n > =� - o 0 15 S r u = 6w ' a 8 _ - dV I7� SHEET INDEX CONSTRUCTION NOTES PL`01 31 LE SH.E£T A 4 LADDER SkALL BE IN PLACE FOR ANY INSPECTIONS IN CO NITLIANCE',VITH CAL-OSHA REGULATIONS. P 02 ROOF PLAN B. I V N4ODULES ARE NON-CON46US IBLE IN NA—URE. PI403 ELEC71RICALLINEDIe'AGR:AIV C. 7PIS SY STEN4 IS A U ILIT'iINTERC,C7K,E(GRID CUNNECTED)S'67ENA, A4ND DOES NO7,HAVE STORAGE BCTTERIES. P^dv4 EUUIPtVENTLABELS D. A.GROUNDING'ELEC-1RODE"+STENO'0ALLBEPROVIDEDINIACCs'RDANrE'A'17HNEC69 47&250,50-250-16C.GR0UNDINGELEC7RO09 F'VCS S'`RIJCTLR.ALCALCLL,.?fOtvS + S`?STEN4 OF EXISTING BUILDING 14* BE USED'A'PEN FE BONDED A7" SERVICE ENTR3ANCE.IF E(IS<INC SYS7EN4 IS INACCESSIBLE OR � P'�C'E 51TE PLAN INADECIUATE,OR.IS ONLY N4E7ALLIC V4JER PIPING,A SUPPLENIE NTAL GROUNDING ELECTRODE`AMLL BE USED AT THE INVERTER P"k`G7 PLACARD LOCATION CONSISTING OF UL LISTEDSFT GROUND ROD WITH ACORN CLANIP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS SPAN#S AV"G AND NO GRE .ER THANi#G A'EVG COPPER AND BONDED 7O THE EXISTING GR:CUNDIN!'v ELECTRODE 70 PROVIDE FOR A PAtvELCU"S1 EE CON, .PLE EGROUNDINIG SAS EN,. RACKING SPECS E. EA.CH VODULE WILL BE GROUNDED INDED USING;THE SUPPLIED CONNEC".'IONPOINTS IDENTIFIED IN THE N'ANlUFAC='UR:ER'S INST, LLA710N INVERTER CUTSHEE' INSTRUCTIC NIS. of F. EXPO SEC NON-CURRENTCARRVING f 1 L PAR S0F tvI DU LE FRArV'ES ECLUIPt`ENT.AND CONDUCTOR ENCL0SURESSHALL BE GROUNDED IN'ACCORDANCE 5r,1�rrAIREGA.RDLESSOF OUT.AGE. city G. PROPER ACCESS AND WORKING CLEARANCE AROUND EXIS>It:GANDPROPOSED BEPROVIDEDASPERCEC Planning Division ro AZIMUTH AND TILT ANGLE 110.26 a NEC 110.26, ROOF H- ALTERNATE POWER.SO URCE PLACARD SHALL BE PLAST IC',E NGRAVED IN A.CC N7RAS7INGCOLOR( A-17 Q.TkIS PLAQUE WILL BE PERN',AIQEN7LN A7,7ACI-9 D,&UV RESIS7AN-. B C D I. ALL PLAQUES AND SIGNS VOLL BE INS "LLEDAS REO:UIRM B'-'2i10 CEC&2C11 NEC. Zltof iT ' i4V' Sl ' 2hT 3. EXTERIr R CC,NDUIT ALL BEPAINTED 7.Ot^I TCHBUILDINGSURFACE. Approved BY: IL ANGLE 18` IT ITp — K. "HEGRc,UtiDiNGELECT RODE CONJDIt URSH�:LLfiEPRO=ECTEGFRrttvFH'�'SIC LG�:t.` EBET.h'EEN'HHEGRULt:GINGELECTR.ODEANU %4ODUE COUN7 ID 4 4 -HE PANEL f0R.INVER,ER)IF SN'ALLER F VIJ#L 'u'r,CC PPER WIRE AS PER NEC 25 64B. h'E GROUNDING FLEC s RODE Sr L�R ACCESS A & S?, CONDUC:OR'.+V'ILL BE CON.INUCUS,EsCEP7 FOR SPLICES L R JOINI'''S.A BUSBAR :�,ITHI N LIS"£D EQUIPrViEN: S PER NEC:25C.C4C- ���0: �� �SFR:A"dEREAGE �2;li olio L. ROOF COVERINGS SI-I,L.LBE DESIGNED,INS'A.LLED,-'NDtV.AIt r'Alt:EDIPtACCORDARiCElV1=1'T;HEBUILDIPJG ODEOF'I ELOCrtL NODULE CAN"DIANSOLARCS6P-"CI: IURISDIC'ION. INVERTER ENPHASEENERG4N`2156.2LL h?. Ft �,5Et5rONNEC.itiYlN lES'a�IlkCEARiPAN)EL1SH'B.LLB£POSI?IOPELJ?`FECiPPOSITEENDFROterTHE1NPUTFEEDER LO ION UR t Itt CIRCLI LOC'?ION PER NEC 705.1 ID)M_ tv. ALL EQUIPMENT SUPPLIE D SHALL BE UL LISTED C R LIti?ED B -LIS71NdG.AGE NCY RECOGNIZED BY CEC. fm W jq/ O. AC D I S C 0 N N E C T S S PA LLBEINr0N1,PLI A N'CE Al 7 HNEC6S..1.. APPLICABLE CODES OCCUPANCY AND CONSTRUCTION TYPE P'- 'nLL DC CON DUC70RS SN'ILL BE 5^u R'-EG 1 HH a 7HWN-2,USE-2 OR.PV WIRE. i1Nh.TfONI.LELECTRICALCODE ftdEC' �C- 0 ALL BREAKERS SE-ALLBE SUI ASLE FOR BA.CKFE ED.'AkEN BACKFED BREAKER IS p,E tv4E-NOG'OF U 1LI-Y INTF.RCON NEC'IONYHE BREAKER CC SPALL N07 R.EAD'LINE AND LOAD' 2n1 CAIlFORNLAELEC RICALCOUEfC£Ci COPS PUC1Ct.T'<FE-`:` R. CUORDINAIE ANY POln1ERUl T t,EtsdiTHLOCALU�ILITw`.�4DHON'£OtrNPdER. fdOTIFF'U ILI"^,`BEFORE.'CTIV'TIONiGFP1'S�`STEtvi: 2�1L'CALIFORNIA6UILDINGCOCE(CBC,� S. SMOKE.ALARNU6:CARBONfv4ONOXIDE:'.LARMIS1VUSTBEINST»°LLEDPER2DIJCALI.RESCODE.AJD'IrERIFIEDPWf•RTOFIN.A-LINSFEC IOtd. 2CICC.ALIFORNIA RESIDENTIAL CODE LCRQ T. PHQTCVC�LT.AICPANEL..SHE,LL NOT BEINSTALLE0CAIEft?,W ATTIC,PLUMBING CRFVECI+ANICALVENT. STREET VIEW GE VIEW : 77 LA EL INORE F7 , r , ul — s L 2 at y F y it" 4, �M Rr mommw { . " � • 7 6✓ RS ENERGY PROJECT# IN158 REV DATE DESCRIPTION SHEET TITLERocky Snider tv 2141 E. PHILADELPHIA UNIT E SYSTEM SIZE: 4.5 kw ---- 31756 Canyon Estates TITLE SHEET ONTARIO, CA 91761 503-752-2885 DATE_ 7.11.13 _ Lake Elsinore, CA 92532 HEE # ene CSSL #976336 [A HT Lake Elsinore _ PV01 AZIMUTH AND TILT ANGLE N ROOF 3 3M 10 Zo 0 32 40 A B D 31 AZ4AU'7H 19g, . 115' 287, 30 0 ro TIT ANGLE 18' IT 17' m cn MODULE COUNT 10 4 4 W27 o E DD CHIMNEY SOLAR AC',E SS 9 5% 9 IT'i 9 T-11 22 1 10 ',FRAWE'REAGE 9 2:,-S 8—11z 81,E 24 20 NICOULE j,ANAD,,4,N SOLAR"SrF-25310 220 4130 NVERTER JENPHASE ENERGYf,1215-EG-2LL 21 M,eo' leo,01701W1 0 31'-3" --------70 3' CALIFORNIA FIRE CODE SETBACKS In N) Cn tn 0 C" CD 0 aMAIN SERVICE PANEL ..�;: tia,'x. :•.xY.j.' N N N N N UTILITY METER g 0 Cn 0 J REVENUE GRADE METER ROOF A D AC DISCONNECT 250 250 250 0 250 PV SUB PANEL 0 n 0 250 250 INVERTER(TYPICAL FOR EACH MODULE) ci <E ELF)INORE r-1 NOT USED 250 DIVISION 25'-3" JUNCTION BOX ROOF 0 PV MODULES 5 09 0 ........... 10 NOT USED 8 CONDUIT RUN (ACTUAL CONDUIT RUNS TO u" DETERMINED IN THE FIELD) 1 2 CANYON ESTATES DRIVE SHEET—TITLE RS ENERGY PROJECT# IN158 REV DATE DESCRIPTION Rocky Snider 2141 E. PHILADELPHIA UNIT E SYSTEM SIZE: 4.5 kW 31756 Canyon Estates ROOF PLAN ONTARIO, CA 91761 Lake Elsinore, CA 92532 503-752-2885 DATE: 7.11.13 ---- SHEETH e n r CSBL #976336 [AHJ. PV02 PV MODULE SPECIFICATIONS INVERTER SPECIFICATIONS ARRAY CALCULATIONS MAIN SERVICE PANEL INFORMATION NIZA K E CANDIAN Mt A NU F AC 7,U R.E R MPHASE INITIAL EVALUATION OF L STRING,.49TH 113 D,,%ATT N+ODLJLES EACH FOP,A N',ANUFAC-URER' IV,O,D E L ZSSP250 fvfODEL NA215 TCiTAL OF'.'j fVODULES PANEL[ADIDGL NUNSER.i MAX P&*ER-POINT'CURRENT Ov-) IA 8.22 N1,AX DC INPUT VOL7AGE rvi 45 VO LTAGE: (v. TAAX PG16'.ER-PC.%INTV0LTAGE flee,. [VI 0.9 [A� RATED fVTP CURRENT R R E NT 9.10 A 313.4 MAX OUTPUT POWER vo 215 PHASES! 0 OPEN CIRCUITVOLTAGE(V ,-) NON INAL AC OUTPUT VOLTArSE [VI 240 [V RATED t-APP VOLTAGE 2=:'3 V BOX)EUSS RATING' 8.74 NGWANAL AC OUTPUT CURRENT�.HORTCiRCUIT CURRENT11--) (A] 0.4 Zia [V` NAX SY75UA VOLTAGE IV.A I.N B R EA. KE.R' tOAX SERIES FUSE A'; 15 MAX FUSE f CC PD) N/A 10 a.9 [A- NIAX CIRCUITCURRENT 9.0 A Pb'S?S'EfV.BREAKER SIZE IA- rAA.X P 0?,ER f P 2510 �3 1-53 f',%` MAX POWER DC 2sall 11%, #OF SPARE BREAKERS 'AAX VOLTAGE Wx'� 603 C.ALCS ISLen ARRAY CALCULATIONS q .2 = 150 INITIAL EVALUA70NOF 1STPING"�.Iffl,18- TAODULESEACH FOR A 5 ­pv jRx 7 05.12 f D,% ;" E TOTAL OF S MODULES %,DINORE _IL RATED T41P CURRENr 72 A. fv RATE r,1V PP VO LTAG E 24-111, 2,40 _LL—NIAX S-{_77EI`A VOLTAGE 40 V IV1010N G 3.9 [A' NIAX CIRCUIT CURRENT 7.2 A, s 'N: NWX FVNER DC 23D1 14' SOLAR EQUIPMENT ON THE ROOF J-BOX IN ATTIC SOLAR EQUIPMENT 10'tFROM THE MSP, —7/ Ro MICRO-INVERTERS IN A BRANCH CIRCUIT An BLACK J-BOX Ll • RED L2 GREEN WHITE N PV SUB PANEL OTHER LOADS G - f G> 4 n8 MICRO-INVERTERS IN A BRANCH CIRCUIT /<D 20A-2F 25A-2P BLACK J-BOX Ll J-BOX RGM IBM RED L2 GREEN 20A-2P WHITE N • 0 N 2 P xi_,�Ox L, J_ OXL j RED_fGR E�L WHITE- W_ IS-VS7ENiGROUNDING 7YPE: r I IG GROUNDING TO ELECTRODE UTILITY w GRID 2 3 z Vrs—, I VISIBLE EQUIPMENT SCHEDULE CONDUIT AND CONDUCTOR SCHEDULE TAG DESCRIPTION MANUFACTURER PART NUMBER NOTES TAG DESCRIF-IION CFCCNDUC70R-,,YPE CONDUC-OF.SIZE #CFCCNDUC70FS CONDU17TYPE CONDUIT SIZE I SOLAR PV MODULE CANDIAN SOLAR. CS6P250 faUANTITY is I ENPH-ASE ENGAGE CABLE SYS71ENI #12 4 IN FREE AIR 2 INVERTER ENPPASE M21S QUANTITY is 2 E CC,,'G-E C #6 1 IN FREE AIR SOLID BARE 3 RACKING SUNMODC SEE RACKNG DETAILS 3 I-AAVN #11u&#6 3 & E Nl 7,0 R F N'i C 3/4" 4 !-BOX ON ROOF PVC JUNCTION BOX(OP,EQ,51 237-10L)CANTER 4 N #10&#6 3 &(1)(.3) E N47 OR FNI C 314" 5 I-BOX IN ATTIC PVC JUNCTION BOX(OR 51-33710U CANTER USE IF NECESSARY 5 6 SOLAR PV SUS-PANEL SQUARE D OR C4IJAL 12Q/240-63A MLO LOAD CENTER CONDUCTOR CALCULATIONS: 7 DC DISCONNECT N/A 3)10 x 0.9a =9.3 4)1S x 0.9a =16.2a u 8 AC DISCONNECT SQUARE D OR EQUAL D22.,RB,2431V,3L3A2P,3R ?a x 1-25=21.25a I 6.2a x 1.25=20.25 a 9 REVENUE METER ENIPPASE&GE ENVOY&GE i210+ 303 #I DA 10"G=3 L'j a 20 MAIN SERVICE PANEL NIA EET'TITLE IRS ENERGY PROJECT# IN158 REV DATE DESCRIPTION Rocky Snider 2141 E. PHILADELPHIA UNITE SYSTEM SIZE: 4.5 kW ---- 31756 Canyon Estates RISER RS OX ONTARIO, CA 91761 Lake Elsinore, CA 92532 DIAGRAM ey 503-752-2885 DATE: 7.11.13 ---- [SHEE T�#( ner, CSBL #976336 AHJ: Lake ElsinorePV03 ( 1 ) LOCATION: MAIN BREAKER-3/8"TEXT O LOCATION: MAIN PV BREAKER- 14 PT(0.195")TEXT ( 7 ) LOCATION: INSIDE DOOR OF MSP- 14 PT(0.195")TEXT 2„ 2" L _6„ 2 LOCATION: MAIN BREAKER- 14 PT(0.195")TEXT 3-3/4"----�' 1/��_' CAUTION:5(si.Ali CIRCUIT Warr:ir.a labels: " a Colbr black +h txt or IIi:C Ba kg Lr.-„ �. �a lAaurial:Ajh,esroe to(_armarentiq b*r, ----6 Fc°r,t:-'ri31 6„ Text:14 PzArt �-� Lcatiurs'with DC CiroAti0: \:./ LOCATION: DISCONNECT- 14PT(0.195")TEXT -CONDUIaS(Ev: ry 10') -RACEWAYS FOR ILLUSTRATION ONLY -En�cLcsUREs •C4 BLE.>^SSPwIBUE3 PV SUB PANEL (NOT ACTUAL MSP) 2" a ,a (IF USED) MAIN SERVICE PANEL to 0 6" OLOCATION: SUB PANEL(IF USED)- 14PT(0.195")TEXT AC I Cm ❑ p DISCONNECT m ❑❑❑ (IF USED) I m m m m� � Kati r INORE � o m y {, n,.,. tYY -- PCs.:<rr o 0 LOCATION: J-BOX(es)- 14PT(0.195")TEXT L —— — — — — 2" Yv RS ENERGY PROJECT# IN158 REV DATE DESCRIPTION SHEET TITLE Rocky Snider R S ONTARIO, CA 91761 2141 E. PHILADELPHIA UNIT E SYSTEM SIZE: 4.5 kw - 31756 Canyon Estates EQUIPMENT 563-752-2885 DATE: 7.11.13 ---- ---- Lake Elsinore, CA 92532 LABELS energ � SHEET# CSBL #976336 AHJ: Lake Elsinore -_ I PV04 Use this,table rear rafter spans v ith a ceiling attached and,conventional ■ =QUICK HOOK LOCATION light-weight deed Loads.. f 10 P 1 -1 l ' d RDof iwc laacl = 20,t- f reilinu attaches{ ,o rafters U 24v r l a m 1 o it cr „ i -- 3, I 1 I I 1 1 I 1 1 ���'�d. �1 t ��� ( �4, 4 41 3 _w ._ -_ __._ ____ i DOLIgI=s #2,r i I e i• t 16 Fir larch better 5 t1 14 9 18 22 3 ( 25-tt f --- j - ---Ir---+----1-----1-----1 _... 16 H'em-fr ,#2 or 8 4 13-1 17-.3 21-11 1 25-5 1 i 14' �3. �2,�4 �4 "�R'�?'�'4 ,r ! 24 Er trc i 13 t� 1 7 10 11-f1 1 14 1Q 1 2 i 21 t1 I • ■ II "tl 1■ 1 ■ r 1' -- i C,e� �s �'� 24 I Horn-fir better 7-3 1@-5 ! €4-a 1 17-10 1 20-9 I Photovoltaic Dead Load Statement Photovoltaic Dead Load Statement Use this table for rat tee-spans wide a ce ijng auadita am.-am.-4 wht:re Total Area of Array=70.15 sq ft Total Area of Array= 176.27 sq ft ,eavv dead loads Exist Array Gross Weight= 197.12 Ibs Array Gross Weight=495.32 Ibs —------—___._ __.___.._v. Dead Load Rating=2.81 Ibs/sq ft Dead Load Rating =2.81 Ibs/sq ft 20 P,F Existing Structural Framing=2x4 @ 24"oc Existing Structural Framing =2x4 @ 24"oc Roof iivC load = rat rEilfn,o a.ta.hed : rafters, UL=247 Longest Unsupported Truss Length=6'0" Longest Unsupported Truss Length=60" 1 L IDc�arol F.r #2 rr �2Ce ' 1@ 3-r3 12 _ 1 15-9 1f� 2-9„ -1 Arch,, better' �� ■ " 4 16 1 Hem-fir better 8-4 12? 15-6 1 18-11 � 22-0 1 i4 4 Douglas Fir- #2 o, 1 _ ■ 24 C=-11 10 11-10 16 c 18 a larch better ■ 1 I i 24 Hem-fir letter b-W 10-0 1 12-5 1 19 t2 17 11 1 4� 1 I ■� It' * i 2' 21-9„ LENGTH INDICATED IS TOTAL UNSUPPORTED LENGTH. L� y A Framing plan is required only if the combined weight of the PV array exceeds 5 pounds � Photovoltaic Dead Load Statement a' . V. per square foot (PSF or l }sfft or the existing rafters are over-spanned. The following Total Area of Array=70.15 sq ft span tables from the 2009 International Residential Cade (IRC) can be used to determine Array Gross Weight= 197.12 Ibs if the rafters are over-spanned. For installations in jurisdictions using different span Dead Load Rating=2.81 Ibs/sq ft tables, follow the local tables Existing Structural Framing=2x4 @ 24"oc Longest Unsupported Truss Length =60" RS ENERGY PROJECT# IN158 REVDATE DESCRIPTION SHEET TITLE P 2141 E. PHILADELPHIA UNITE Rocky Snider SYSTEM SIZE: 4.5 kW ---- --- 31756 Canyon Estates STRUCTURAL ' 5 ONTARIO, CA 91761 DATE: 7.11.13 _ Lake Elsinore, CA 92532 CALCULATIONS 5C3-752-2885 �� IHEET# ene CSBL #976336 AHJ: Lake Elsinore PV05 PROPERTY LINE 0 3 M 20 0 40 22 W27 0 E 2 25 7 24 22 40 S I ( C I Tv 0- L SINORE G DIVISION z W1 F_ m w 0 zm CL A---I 6' 7' OZ2 it4r 250 0 oa5 250 1 PROPERTY LINE SHEET-TITLE RS ENERGY PROJECT# IN158 REV DATE DESCRIPTION Rocky Snider 2141 E. PHILADELPHIA UNITE SYSTEM SIZE: 4.5 kW 31756 Canyon Estates SITE PLAN ONTARIO, CA 91761 Lake Elsinore, CA 92532 503-752-2885 DATE: 7.11.13 SHEET# _T PV06 energy - CSBL#976336 [AHJ-. fake Elsinore __ CAUTION r a N k � H3.-asa+ Y c..vma& ELSUJIRE POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH aDIVISION DISCONNECTS AS SHOWN EQUIPMENT AT 0 — METER. AND MAIN SERVICE — AC DISCONNECT — PV SUB PANEL EQUIPMENT AT EACH PANEL — INVERTER — DC DISCONNECT Ex CANYON ESTATES DRIVE SHEET_TITLE RS ENERGY PROJECT# IN158 REV DATE DESCRIPTION Rocky Snider 2141 E. PHILADELPHIA UNITE SYSTEM SIZE: 4.5 kW -- ---- 31756 Canyon Estates PLACARD ONTARIO, CA 91761 503-752-2885 DATE: 7.11.13 ____ Lake Elsinore, CA 92532 SHEET# CSSL #976336 qHJ. Lake Elsinore PV07