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HomeMy WebLinkAboutMACY ST 33400_12-00000647 CITY OF LAKE , LSIT`IOR,E BUILDING & SAFETY DREAM EXTREME TM 130 South Main Street PERMIT PERMIT NO: 12-00000647 DATE: 6/12/12 JOB ADDRESS . . . . . 33400 MACY ST DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR BARB VICTORIA SOLARCITY CORP. 33400 MACY ST 393 VINTAGE PARK DR #140 LAKE ELSINORE CA 92530 FOSTER CITY, CA 94404 714-290-9521 LIC EXP 0/00/00 A. P. # . . . . . 387-130-017 4 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 1, 000 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 5 . 00 X 2 . 7500 VALUATION 13 . 75 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 27 . 2500 100-200AMP SERVICE<600VLT 27 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 58 . 75 . 00 58 . 75 ELECTRICAL PERMIT 57 . 25 . 00 57 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 10 . 00 . 00 10 . 00 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 44 . 06 . 00 44 . 06 TOTAL 182 . 06 . 00 182 . 06 SPECIAL NOTES & CONDITIONS ROOF MOUNT PV PANELS 28 W/PANEL UPGRADE TO 200A Opero MNTER2 Type I Drmw: 1 Imo: 6/012 12 l ipt r1o: qit cT12 6v IF OJT[11N PER4 1 $1EP-16 lc'9 Total pit $1 06 $182.4I6 Trot mate 6/12/12 Tim: i4:11.18 City of Lake Elsinore P Please read and initial Building Safety Division I am Licensed under the provisions of Business and professional Code Section 7000 ft 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: 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.I 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. ELO1 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings I 1 BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO1 Underground Water Pipe SS 01 Rough Septic System SW01 On Site Sewer BP05 Floor Joists nr nrvv (Floor Sheathing BP08 P07 Roof Framing Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing - EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 I Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing 131311 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical 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 being released by the City P001 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 lFinal Pool/Spa CITY OF LAKE LS11-10R.,E DREAM EXT R E M E rM 130 South Main Street APPLICATION FOR APPLICA � BUILDING PERMIT DATE ATIt)N RECEIVED DATE VALUATION CALCULATIONS lIgL gnDDIIESS 1st FLOOR SFRA C 2nd FLOOR SF 3rd FLOOR SF O W WILINU GARAGE SF N ADDRESS7J E CITY ATEMP STORAGE SF R e \ e rJ 1 ereby a um t at am license un er provisions o chapter (commencin 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#$`>9$4i) CITY BUSINESS N AND CLASS S,Cto,G TAX# VALUATION: '�21+�Dyy R SQIQr�C\ A C ADDRESS CI FEES T CITY TAT /ZIP P NE D Sa.V� 1 A a;. CO CA S44-02 -a� •!o BUILDING PERMIT S R u � 7!=M7: PLAN CHECK NAME LICENSE# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION p NEW OCC GRP./ CONST.\v)eC ❑ADDITION DIVISION: TYPE: ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: SINGLE FAMILY ZONE: 0 APARTMENTS 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 OTOWNHOMES AREA? NO and county ordinances and state laws relating to building COMMERCIAL SPRINKLERS YES construction.and hereby authorize representatives of this D INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR 1PROPOSED USE OF BLDG: tion p ses. ❑DEMOLISH 1PRESENT USE OF BLDG, JOB DESCRIPTION ems\ - o�n Z� Signature of Applicant or Agent Date A -\ d\V\ S(2fV'�CQ- � Agent for 0 contractor ❑ owner Agents Name_N 1 cc)\,P_-emu- Agents Address2vitp Qa t�ov� GA �l t'1 Lo� > ESSIO� 6/11/2012 - 925630 Barb.xlsx MAS�O��.l� No. 504 X �7 o a ity q 'OF'CALIF�4 3055 CIearviekv Way San Mateo,CA.944,02 ,qfi� �0[.. TY(76 2489; I www,so1,1f 1yx0m Digitally signed by Amir Massoumi STRUCTURAL DESIGN CALCULATIONS Date: 2012.06.11 by AMIR MASSOUMI, P.E. 09:31 :24 -07'00' PROJECT: Barb Residence - Project # 925630 6.72 kW Roof Mount Solar PV System 33400 Macy St Lake Elsinore, CA. 92530 REPORT PREPARED FOR: SolarCity, Inc. 3055 Clearview Way San Mateo, CA. 94402 F 888-765-2489 BUILDING DI � OWNER: VP Barb, Victoria 33400 Macy St Lake Elsinore, CA. 92530 PERMIT PROJECT DESIGNED BY: SolarCity, Inc. APPROVEI 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 6/11/2012 925630 Barb.xlsx ASCE7-2005 Open Structure Components and Cladding Input Variables Calculations and Values Required Variables Design Wind Pressures based upon: mean roof height, ft 25 ASCE 7-05 Chapter 6 Wind Loading Exposure Category(6.5.6.3) C Basic Wind Speed (Figure 6-1 or local data) 85 Equation 6.5.13.3: Component and Cladding EN Importance Factor(1 for residential) 1 Wind Pressure P= qh*G*Cn Roof Shape Pitched 6.5.10: Velocity Pressure Panel Tilt(degrees) 22.6 deg qh = 0.00256*Kz*Kzt*Kd*V12*I Roof Zone 3 contiguous sq. feet of array 53 From Table 6-3: least width of the building 48 Kz = 0.94 Obstructed wind flow? TRvE ! From Figure 6-4: Kzt = 1.00 Local Topographical Features From Table 6-4: (choose"standard"or refer to pictures right,and below) Kd = 0.85 type of hill none From figure 6-1: Hill Height(h)(ft) V= 85 slope of hill (degrees) From table 6-1: horizontal distance from hilltop to house(x) I = 1 height from bottom of hill to mean roof height(z) �raM, velocity Pressure Equation: qh = 14.78 Design Wind Pressures From Figure 6-19B P(lbs. per sq.ft.)= qh*Cn*G Cn (down) = 0.80 Pd (downforce pressure)= 10.05 Cn (uplift)= -2.10 Pu (uplift pressure)= -26.32 From 6.5.8.1 G = 0.85 Max Tributary Area Max Uplift Force on a Single Standoff Individual Rows in Portrait Pmax (Ibs.)=Amax*Pu +0.6*PL*COSO Yingli YL240P-29b Pmax= -285 Amax (sq.ft.) = 0.5*L*X Factor of Safety= FI*D*NI/Pmax L (length of panel in ft. perpendicular to rail 5.41 Fastner Type: Hex Lag Screw (Per Plans) X(distance between standoffs in ft.) 4.00 Fastener Diameter: 5/16" -2.5" Min Embed Y(distance between standoffs in ft.) 2.67 250 = FI (pullout capacity of fastener Amax= 10.83 2.5 = D (minimum fastener thread d 2 = NI (number of fasteners per si 4.39 = Factor of Safety Dead Load Calculations DL(Ibs/sq.ft.) = (Mm+Mh)/(L*W) Point Load Calculations L(length of Yingli YL240P-29b modules) 5.41 PL (Ibs)=Amax*DL W (width of Yingli YL240P-29b modules) 3.25 PL = 34 Mm (weight of Yingli YL240P-29b modules) 43.00 Mh (weight of hardware per module) = 10.85 6/11/2012 925630 Barb.xlsx Flush DL 4 CALCULATION OF SOLAR PHOTOVOLTAIC ROOFTOP SYSTEM DEAD LOAD MP1 MODULE AND STAND-OFF CHARACTERISTICS Module Make & Model: Yingli YL240P-29b Panel Configuration: Rows in Portrait Nmod= 28 Quantity of Yingli YL240P-29b modules Lmod = 5.41 ft Length of one Yingli YL240P-29b module Wmod= 3.25 ft Width of one Yingli YL240P-29b module Amod = 17.58 sf Area of one Yingli YL240P-29b module Wtmod= 43.00 lb Weight of one Yingli YL240P-29b module DLmod = 2.45 psf Unit dead load of Yingli YL240P-29b modules Solar Rail Make& Model: SolarCity Rail Solar Rail Configuration: X-X Solar rails running in X-X direction Wtra,i= 0.68 plf Unit weight of aluminum solar rail, plf Stand-off Make& Model: SolarCity Canopy T Wtstandoff= 3.00 lb Unit weight per stand-off assembly PANEL AND RACK SYSTEM GEOMETRY 0= 22.6 deg Tilt of panel system from horizontal eroof= 22.6 deg Slope of roof mounting surface hmin = 0.33 ft Least panel height above roof surface(vertical dimension) hmax= 0.33 ft Greatest panel height above roof surface(vertical dimension) h = 0.33 ft Mean panel system height above roof surface(vertical dimension) Lx_x= 12.99 ft Array length in X-X Direction Sx_x= 4.00 ft Standoff spacing in X-X Direction Ns,x_x= 4 Number of standoffs in X-X Direction Ly.Y= 37.89 ft Array length in Y-Y Direction (actual dimension at panel tilt 0) Lh,y_y= 34.98 ft Horizontal projection of array length in Y-Y Direction SY_Y= 2.67 ft Standoff spacing in Y-Y Direction Ns,y_y= 15 Number of standoffs in Y-Y Direction 6/11/2012 925630 Barb.xlsx Flush DL 5 DETERMINATION OF SYSTEM DEAD LOAD FOR SEISMIC ANALYSIS COMPONENT AREAS, LENGTHS, AND QUANTITIES Asystem_ = 492 sf Gross area of enlar P\/wetem • y Amoduies= 492 sf Net area of solar modules only Nrail= 14 Number of solar mounting rails Lrail= 182 ft Approximate total length of solar mounting rail Nstandoff- 60 Number of stand-off assemblies DEAD LOAD CALCULATION Length or Unit Component Component Quantity Weight Weight, lb Solar Modules 28 x 43.00 lb - 1204 Solar Rails 182 ft x 0.68 plf = 124 Stand-off Assemblies 60 x 3.00 lb = 180 Subtotal for Hardware= 304 lb Total System Seismic DL= 1508 lb Weight of i-iorrl%niore ner Cnlor Unrhde Ih Weight of Modules per square foot of PV System = 2.45 psf Weight of Hardware per square foot of PV System = 0.62 psf Total Seismic System Weight per square foot= 3.06 psf k, 6/11/2012 925630 Barb.xlsx Roof DL 6 DETERMINATION OF DEAD AND LIVE LOADS: MP1 DEAD LOAD LIVE LOAD Element Materials Wt. (psf) IBC 1607.11.2 Roof: Tile 10.00 Lo= 20 psf Roofing Paper 0.50 Atr;b= <=200 sf 1/2 in. Plywood or OSB 1.50 R, = 1 2 x 4 @ 24 in. o.c. 0.73 (Top Chord) R2= 0.95 Miscellaneous 1.00 Lr= Lo* R, " R2= 19 psf 13.73 Roof Pitch 5:12 1.083 22.6 deg Dead Load @ Roof Pitch = 14.87 Ceiling: 2 x 4 @ 24 in. o.c. 0.73 (Bottom Chord) Insulation 1.42 5/8 in. Gypsum Board 2.80 Miscellaneous 1.50 6.45 Walls, Ext.: 7/8"Stucco 11.00 Building Paper 0.50 1/2 in. Plywood or OSB 1.50 2 x 4 @ 16 in. o.c. 2.00 1/2 in. Gypsum Board 2.20 Insulation&Misc. 1.00 18.20 Walls, Interior 1/2 in. Gypsum Board 2.20 2 x 4 @ 16 in. o.c. 2.00 1/2 in. Gypsum Board 2.20 6.40 6/11/2012 925630 Barb.xlsx Seismic 7 SEISMIC DESIGN CALCULATIONS FOR SOLAR PV ROOF MOUNT SYSTEM per 2010 CBC Section 1613 and ASCE 7-05 Chapter 13 SEISMIC DEAD LOAD System Configuration: Flush Mount Wp= 1508 lb See Dead Load Worksheet PROJECT SITE DATA Street Address: 33400 Macy St Lake Elsinore, CA. 92530 Latitude and Longitude from Google Earth Latitude: 33.66 deg Longitude: -117.38 deg Soil Site Class : D Default assumption per IBC 1613.5.2 SEISMIC GROUND MOTiO VALUES USGS Earthquake Ground Motion Parameter Calculator http://earthquake.usgs.gov/hazardsidesignmaps/* Fa = 1.000 site coefficient from USGS web site F = 1.500 site coefficient from USGS web site Ss = 1.951 *g Spectral response acceleration at short periods from USGS web site S, = 0.728* g Spectral response acceleration at periods of 1 second, USGS web site Sms = Fa*Ss (2010 CBC 16-37, ASCE 11.4-1) SMs= 1.951 *g ` SM, = F * S, (2010 CBC 16-38, ASCE 11.4-2) SMI = 1.092 *g Sps =(2/3)*SMs (2010 CBC 16-39,ASCE 11.4-3) Sps = 1.301 *g Sp1 _(2/3)*SM, (2010 CBC 16-40, ASCE 11.4-4) Sp1 = 0.728*g COMPONENT FACTORS FOR ASCE SECTION 13.3.1 " ap= 1.0 component amplification factor,ASCE Table 13.6-1 RP= 1.5 component response modification factor, ASCE Table 13.6-1 ,_ Ip= 1.0 component importance factor, ASCE Section 13.1.3 6/11/2012 925630 Barb.xlsx Seismic 8 SEISMIC DESIGN FORCE, PER ASCE SECTION 13.3.1 0.4aPSDSWp(1 +2z/h) Horizontal seismic design force Fp' (RdIp) (ASCE Equation 13.3-1) where: z= 25.00 ft h = 25.00 ft FPt = 1.041 WP = 1569 lb Governs Fp is not required to be taken as greater than Fp2= 1.6SDSIPWP (ASCE Equation 13.3-2) Fp2= 2.08 WP = 3138 lb and Fp shall not be taken as less than Fp3= 0.3SDSIPWP (ASCE Equation 13.3-3) Fp3= 0.39 WP = 588 lb GOVERNING SEISMIC DESIGN FORCE FP= 1569 lb ALTERATION DESIGN CHECK, PER 2010 CBC SECTION 3403.2.3.2: (Seismic base shear is directly proportional to building mass) Building Mass for Partial Building: Arearoot= 2000 sf DLRoof= 22.46 psf Wroof= 44927 lb Areao,g = 2000 sf DLcig = .00 psf Wo19 = 0 lb LengthEXt.wall= 184 ft DLExt.wall= 18.20 psf W EA.wall= 13395 lb Lengthint.wau= 184 ft DLInt.wau= 6.40 psf Wint.wall= 4710 lb Plate height? 8 ft WRoof= 63033 lb (Existing) Wsystem = 1508 lb Wproposed = 64540 lb Percent Increase= 2.39 % <=10% Therefore, okay �) JOB SUMMARY REPORT 925630N 1.4TE 01,Level Member Name Results Current Solution Comments' MPi Sed A Passed 1 Piece(s)2 x 4 Douglas Fir-Larch No.2 @ 24"OC MP2 Sect D Passed i Piece(s)2 x 4 Douglas Fir-Larch No.2 @ 24"OC forte Sol tv,ire Operator Job Note_ 6/11/2012 9:26:27 AM - - -_-- _.._.-_..__ __--_.-. _ __. Forte v3.b, hesi((.}}n Fnryryine:V5.5.3.2 GIIII I .'.JJUUIIII J J solar Ay 99b630-1.4TF - (650)963-5611 II `F OUI 11� C E Glw C I'aC7C 1 of 3 -- MEMBER REPORT Level,MP1 Sect A PASSED 1 piece(s) 2 x 4 Douglas Fir-Larch No. 2 @ 24„ OC Overall Length:1T a 1/16* MW N + c + 0 0 12 u If 1'6- 7'3• T 5" 1 2 3 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 416 @ 8'9" 2417 Passed(17%) 1.0 D+1.0 Lr(All Spans) Member Type:Joist Shear(Ibs) 179 @ 9'2" 567 Passed(32%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(Ft-Ibs) -277 @ 8'9" 357 Passed(78%) 0.90 1.0 D(All Spans) Building Code:IBC Live Load Defl.(in) 0.086 @ 13 3/8" 0.398 Passed(L/999+) 1.0 D+1.0 Lr(All Spans) Design Methodology:ASO Total Load Dell.(in) 0.260 @ 12'11 3/8" 0.531 1 Passed(L/367) 1.0 D+1.0 Lr(All Spans) Member Pitch:5/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 15'2 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NOS 2005 methodology. Beating Loads to Supports(Ibs) Supports Total Available Required Dead Roo?Live Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 191 -5 191/-5 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 386 31 417 None 3-Beveled Plate-SPF 3.50" 3.50" 1.50" 131 90 221 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Loads Location Spacing (0.90) (non-srww:1,25) Comments 1-Uniform(PSF) 0 to 16'3 3/4" 24" 14.0 - Roof Dead and Snow Load 2-Uniform(PSF) 13'3"to 163 3/4" 24" - 19.0 Roof Live Load 3-Uniform(PSF) 0 to 16'3 3/4" 24" 6.0 PV Load /� Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notcs 6/11/2012 9:26:27 AM _---------..—__..-- ---- -------.-.---_.__.____ _ Forte v3.b, Design Fngine:V5.b.3.2 amir massoumi soiarcity 92b 630-1.4TF (650)963-5611 ssoun (c r acity.co''i I 2 of 3 r '' MEMBER REPORT Level;MP2 Sect D PASSED 1 piece(s) 2 x 4 Douglas Fir-Larch No. 2 @ 24" OC Member Cut Length:1T 9 1/2" 0 0 112 r 5 rr rr � 1 6- 6 4" ' 1 6' 1.3" 1 2 3 5 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(ibs) 362 @ 14'11" 2417 Passed(15%) 1.0 D+1.0 Lr(All Spans) Member Type:Joist Shear(Ibs) 137 @ 7 5" 567 Passed(24%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(Ft-Ibs) -158 @ 7'10" 357 Passed(44%) 0.90 1.0 D(All Spans) Building Code:IBC Live Load Defl.(in) 0.006 @ 12'5 11/16" 0.325 Passed(L/999+) 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.093 @ 4'4 7/8" 1 0.457 1 Passed(L/883) 1.0 D+1.0 Lr(Alt Spans) Member Pitch:5/12 Deflection criteria:ILL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 17'8 1/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. I Bearing I Loads to Supports(ibs) t Supports Total Available Required Dead Root Total Accessoiles Live 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 185 - 185 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 229 -8 229/-8 None 3-Beveled Plate-SPF 3.50" 3.50" 1.50" 99 13 112 None 4-Beveled Plate-SPF 3.50" 3.50" 1.50" 261 102 363 None 5-Beveled Plate-SPF 3.50" 3.50" 1.50" 67 18/-8 18/-75 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Read Roof Live Loads Location Soaring (0.90) (non-snow::1.255 Cpmmnntg 1-Uniform(PSF) 0 to 16'3 3/4" 24" 14.0 - Roof Dead and Snow Load 2-Uniform(PSF) 13'4"to 16 3 3/4" 24" - 19.0 Roof Live Load 3-Uniform(PSF) 0 to 16'3 3/4" 24" 6.0 - PV Load k„ Weyerhaeuser Notes (tSJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/11/2012 926:27 AM mirmIs oumi Forte v .5,Design Fnglne:V5 5.3.2 (s5�)963 56 1 9 2 b 6 30 1 4TF ,rus„our i�r,-r 40`;�cc I'agc•3 Of 3 � 9 °9 $.°rr� 'e. ,.ate t;. ��� ✓:s � 3✓ 741 xv x e l r u § a 144 s now r ,o +top 4 t W �o• Xk c� UA a 4 i i �� m 6/11/2012 925630 Barb.xisx USCS 10 Conterminous 48 States 2005 ASCE 7 Standard Latitude =33.657008 Longitude=-117.38246200000002 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv= 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.951 (Ss, Site Class B) 1.0 0.728(S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude=33.657008 Longitude=-117.38246200000002 Spectral Response Accelerations SMs and SM1 SMs= Fa x Ss and SM1 = Fv x S1 Site Class D- Fa= 1.0 ,Fv= 1.5 Period Sa � „G�� ty1 0.2 1.951 (SMs, Site Class D) 1.0 1.093(SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude =33.657008 Longitude=-117.38246200000002 Design Spectral Response Accelerations SDs and SD1 SDs =2/3 x SMs and SD1 =2/3 x SM i Site Class D- Fa = 1.0 ,Fv= 1.5 i Period Sa (sec) (g) 0.2 1.301 (SDs, Site Class D) 1.0 0.728(SD1, Site Class D) V+_7 ABBREVIATIONS ELECTRICAL NOTES INDEX LEGEND LICENSE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET * CA # 888104 A AMPERE PV2 SITE PLAN (E) UTILITY METER & WARNING LABEL (6) MEANS MAY BE ENERGIZED IN THE OPEN .. C-46, C-10 AC ALTERNATING CURRENT POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS INVERTER W INTEGRATED DC DISCO BLDG BUILDING PV4 UPLIFT CALCS & STRUCTURAL VIEWS Inv CONC CONCRETE OF THE HAZARDS PER ART. 6 PV5 SINGLE LINE ❑O & WARNING LABELS (3),(4),(5),(6) C COMBINER BOX 2, EACH UNGROUNDED CONDUCTORR O OF F THE PV6 ELECTRICAL CALCULATIONS, D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV7 CUTSHEETS & LABELS © DC DISCONNECT & WARNING LABELS (4),(5) DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. PV7 CUTSHEETS EGC EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY—RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN PV9 CUTSHEETS © (j,(4�(�NECT & WARNING LABELS ,JURISDICTION NOTES EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) JUNCTION BOX GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES DC COMBINER BOX & WARNING LABELS (7),(9) HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC 1 CURRENT DISCONNECTING MEANS PER ART. 690.31(E). DISTRIBUTION PANEL & WARNING Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN 1. THIS SYSTEM IS GRID—INTERTIED VIA A 0 LABELS (1),(2) INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS UL—LISTED POWER—CONDITIONING INVERTER. Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Lc LOAD CENTER & WARNING LABELS kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND (2)>(4),(6) INVERTER INPUT CIRCUIT ARE UNGROUNDED. UL—LISTED LOCATION PROVIDED BY THE kW KILOWATT DEDICATED PV SYSTEM METER LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED O MIN MINIMUM HARDWARE. 5. ALL WORK TO BE DONE TO 2010 CALIFORNIA CONDUIT RUN ON EXTERIOR (N) NEW 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, BUILDING CODE. — CONDUIT RUN ON INTERIOR NEC NATIONAL ELECTRIC CODE RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE GATE NIC NOT IN CONTRACT UL LISTED LAY—IN LUGS LISTED FOR THE 2008 NATIONAL ELECTRIC CODE AS AMENDED BY ——— INTERIOR EQUIPMENT NTS NOT TO SCALE PURPOSE. POSTS SHALL BE MADE THE 2010 CALIFORNIA ELECTRIC CODE. FE OC ON CENTER ELECTRICALLY CONTINUOUS WITH ATTACHED *( ) NUMBERS REFER TO LABELS C11-y OF L AK P PANEL BOARD RAIL. ON CUTSHEET PAGE PL PROPERTY LINES 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE I PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDUCTORS BUILDING PVC POLYVINYL CHLORIDE AND GROUNDED AT THE MAIN ELECTRIC PANEL. S SUBPANEL 10. THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY MAP SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART, r SS STAINLESS STEEL 250.166(B) Sc 690.47. SSD SEE STRUCTURAL DRAWINGS PERMI STC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATER TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY AF1PR V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 74 REV BY DATE COMMENTS REV: • s�s� t ', J B-9 2 5 6 3 0 00 PREMISE OWNER: AHJ Lake Elsinore DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER CONTAINED SHALL NOT USED FOR THE BARB, VICTORIA BARB RESIDENCE CGILH �. SolarCilly. BENEFIT Of ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN REST 28 YINGLI YL240P-29b 33400 MACY ST 6.72 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH PROJECT MANAGER: MOUNTING SYSTEM: LAKE ELSINORE, CA 92530 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE SOLARCITY 8 CANOPY T AND RAILS 9516099722 PAGE NAME: SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN San Mateo, F:944i72 PERMISSION OF SOLARCITY INC. PAYMENT TYPE: IN TER: 5 30 2012 T:(65o)638-Ioza F:(65o)638-Ioz9 PPA � POWER—ONE # AURORA PVI-6000—OUT —US COVER SHEET PV 1 (888)-SOL-CITY(765-2489) 1 www•solarcity.com worAROT- 0(O I (6I 8ZO -8E9(OS9):i888) ZLOZ/02/S Z Ad NV Id HIS sn- 1f10-0009-IAd vdodnv # ]NO-d3MOd W vdd 0N1 u10aVlos AO No�sslwa3d 6ZOT 8£9�059) I SZOT 8£9�059)l •831 NI dA1 IN31UVd Zpbb6 VD'0@4ew ues 31VO A38 333HS 3AYN 30Vd N3ll18M 3H1 InOHIM '1N3Wd603 A1108VIOS AeMmaweaDSSO£ ZZ/6609196 S]Ivd aNv 1 kdONVJ „8 ),110dvIOS 3AU03638 3HI 30 3Sn OW 31VS 3HI N3LSAS ONILNf)ON :839VNVW 10308d HIM N01103NNOO NI Id30X3 'NOIIVZINVO80 0�5Z6 `d0 3dONISI3 ��d] S,1N31d1038 3H1 30IS1f10 S213H10 Ol 18Vd ADaay Ad Mai Z/'9 is AOvh 00tH q6Z-dOVZ'lk I19NIA 8Z IS3d NI 80 31OHM NI 03SO10SI0 381I IIVHS NON - Sa.tr. 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O TOP CHORD: 2x4 � No. 504 SUPPORT: 2x4 WEB FRONT VIEW OF MP1 & MP2 MAX SPAN: 7'-5° * B SCALE: 1/2" = 1' TC GRADE: DF #1 Cm A SIDE VIEW OF MP1 �.��oF �.g� INSTALLATION ORDER C STANDOFF LOCATE RAFTER, MARK RAFTER E Scale: 1 1/2" = 1' (1) LOCATION, AND REMOVE TILE. O 2x4 RAFTER SOLAR PANEL ATTACHED WITH LACE CANOPY—T BASE & DRILL ® 24" O.C. PILOT HOLES AT THE RAFTER MODULE CLAMPS, —16 BOLTS, LOCATION. AND CHANNEL NUT SOLARCITY SOLAR RAIL SEAL PILOT HOLES AND BOTTOM 2x4 C(2) OF STANDOFF WITH 8" POST — — — — — — — (7) POLYURETHANE SEALANT. (5) LAG STANDOFF INTO RAFTER, CANOPY—T (6) (3) INSERT & TIGHTEN POST W/ BRACKET (4) CHANNEL LOCKS (E) TILE (1) 4) SEAL ALL NAIL HOLES WITH (E) ROOF _ POLYURETHANE SEALANT. DECKING INSTALL FLASHING AND MOLD '-4" „ 6' (E) 2x4 CEILING 5)—3, JOIST @ 24" O,C. 5/16" DIA LAG BOLT (E) LBW 1 (2) TO TILE (2-1/2" EMBED, MIN) (6) NOTCH TILE W/ TILE SAW AND TOP CHORD: 2x4 (3) INSTALL IN ORIGINAL LOCATION SUPPORT: 2x4 (E) RAFTER D SIDE VIEW OF MP2 MAX SPAN: 6'-4" qSEASL MOUTH OF FLASHING AND TC GRADE: DF #1 INTALL ETERNABOND TAPE. J B-9 2 5 6 3 0 0 0 PREMISE OYMER: AHJ Lake Elsinore DESCRIPTION: DEIGN: Ir CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: CGILH CONTAINED SHALL NOT E USED FOR THE BARB, VICTORIA BARB RESIDENCE = + 'S�I� �t o BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: NODULES: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN REST 28 YINGLI YL240P-29b 33400 MACY ST 6.72 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS PROJECT MANAGER: MOUNTING SYSTEM: LAKE ELSINORE CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE SOLARCITY 8" CANOPY T AND RAILS 9516099722 PAGE NAME: SHEET: REV: DATE: San Mateo,CA 94402 SDLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: IT RTER: T:(650)638-1028 I F:(650)638-1029 PERMISSION OF SOLARCITY INC. 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MAIN SERVICE PANEL Inverter 1 1 / 3 POWER-ONE DC+ 200A 2P AURORA PVI-6000-OUTD-US DC_ ——_1 String(s)Of 14On MP 2 tpj — EGC_ (E) LOADS 2aov r'----'----- ----------------------- m• L1 • L2 GFP/GFCI DC+ I N DC- 1 2 r (N)35A/2P _EGC/ _ DC+ Dc+ --------------------- - A -------------------------- GEC O DC_ — DC—__--15[ring(s)Of 140n MP1 B GND EGC —————————— --————————————————————— EGC tpj 1 DC DISCONNECT N i INTEGRATED INTO (t)Conduit Kit; 3/4" EMT INVERTER; COMPLIES EGC/GEC WITH NEC. CD - ----� 1 TO 120/240V I SINGLE PHASE UTILITY SERVICE 1 1 atzky 1 I I 1 POI (I)35A/2P PV BACKFEED BREAKER /\� DC —(i)Ground Rod; 5/8" x 8', Copper A ] El —� �—�— — — (1)AWG #8, THWN-2, Black Yv (2)AWG #10, PV WIRE, Black Voc =525 VDC Isc =8.65 ADC O lol—(1)AWG #8, THWN-2, Red O (1)AWG #10, Solid Bare Copper EGC Vmp =413 VDC Imp=8.14 ADC (1)AWG #10, THRTI-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC 1 Conduit Kit; 3 4 EMT —(QAWG#8,.THWN-2,_Green. .EGC/GEC. .-(1.)Conduit.Kit;_3/ " Voc EMT (2)AWG #10, PV WIRE, Black 525 VDC Isc 8.65 ADC O F (1)AWG #10, Solid Bare Copper EGC Vmp =413 VDC Imp=8,14 ADC (1)Conduit Kit;.3/4' EMT PREMISE OWNER: AH4. Lake Elsinore DESCRIPTION: DESIGN:CONFID CONTAINED AL THE SHALL NOT BERUS DON HEREIN JOB FOR THE NUMBER: Jg-925630 00 BARB, VICTORIA BARB RESIDENCE CGILH y. 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W ¥ 340 235 230 225 _ Weight I 43016s 1195kg) COMPANY P outputtow.rac s' ¢aPm % I 3 _ III Yingli Green Energy(NYSE:YGE)is one of the world's largest fully Moa'*10W.-Ir ? I % I 147 t44 1 1d1 ( 131 � I�*1}� vlt Pme, ) v • v 4 z9s 29b zvs zvs PACKAGING SPECIFICATIONS tea, nY vertically integrated PV manufacturers.With over 2 GW of modules "ge° I .. r` _ _ I _ _.. A C at Pma i.w 814 7 97 7 80 7.63 it installed globally,we are a leading solar energy company built upon `-- ap -- i - ( - zo • III I I Ope t cuk tag _ l V« V i ._37 5 .37 0 i _3710 36_s _.. Numba f pagels par 53 contelner 36 proven product reliability and sustainable performance.Founded _ Short rcud rrt j I 1 A 865 854 r 840 t 8.23 - -- • in 1998 Yingli Green Energy serves customersthrou h our U.S. Padagbgba,amemwna(twaH) b7inIt700 ml/4smn sommv 1 1 9 9Y 9 sTc,0oa9i d zse ak, pe ,AM I.Sg specwmattad�g,o EN60904-3 subsidiary,Yingli Americas,co-headquartered in New York and Premamp--p-11—coaplo,area neepor .,, 47 n'9omm) San Francisco.We are the first renewable energy company and the a-weight { 941 ws(427 kg) .. first Chinese company to sponsor the FIFA World Cup' powe eutpu PM . IN na3 vo7 ) 1670 163.4 I ) . . - Units:Inch(mm) PERFORMANCE voltage at P,. Vim„( v 1 26.6 26.6 ; 26.6 2a.6 33.98 row) C mentatp— 6. A ( A56 6A2 ( 6.29 0.1b -Industry leading in-house manufacturing of polysilicon,ingots, op.n.dr9�rt 90 age p v- v i 3a.x 33e 335 3aa 372A p48) 1.97(50f wafers cells and modules ensures ti ht control of our material bhortam m,lt<, .nt 6 A i 7.01 6.92 f 6.81 6.71 , I I f 9 and production quality. NOR:epr,em.nope IirgIc'!lempara,a a!meow/m'brad;an«,20•C...h;mremparam.a,1 >wmd:< d -High performance,multicrystal line solar cells deliver a module series efficiency of up to 14.7%,reducing installation costs and maximizing THERMAL CHARACTERISTICS DisconnectSolar the kWh output per unit area. Norninal operstl g coil t mperetu I r oc m 46 a/.2 Power tolerance of+/-3%minimizes PV system mismatch losses. Ta pe to 1r t OfP € Y " -0As ° 1—paste 1—p—ture coefficient of V. 9« ' 2 dm96xa' OWALITY & RELIABILITY Temperatu a coeR ient of l„ %PC ; 0.06 ' •• • • - Robust,corrosion resistant aluminum frame independently tested to withstand wind and snow loads of up to 50 psf and 113 psf, OPERATING CONDITIONS alaunlmgnaes respectively,ensuringa stable mechanical life. 4-0.zsa.o.31s • • •°. •• . P y' 14 system 9oifege I •. 60ov. IGS_e) Manufacturing facility certified to IS09001 Quality Management M System standards. aa ssn.ete,.rad i5A g _ • ord„eeggeend Ml temperature ra b B-�.ta]14) a A A Open rg rge j -40 to 194'r(4010 90°C) Ln Module packaging optimized to protect product during Max.static l W front(..9.snow and wind) 113 psf 15400 Pa) fa 1 1 •nnect transportation and minimize on-site waste. Moat.ticl ad,b<k(e.g.,Mad) sgpd(z400Pa) - - Hailstone lm -". ... - 1 in(25 ram)at 51 m 6123 nes) /'r04J 112)` "q Yi WARRANTIES .....Pa<t .. _... _ F. ' — ORI Extensive 5-year limited product warranty and a 25-year limited power • BLACK FRAME warranty. CONSTRUCTION MATERIALS ! ; • • • . teoverl t d,vtypo/thi r„es) ! ro Nampa,ad 132 ram __. _ CLSECMNAI�Limited power warranty =90%of the minimum rated power outputF `" ; for 10 years,80%of the minimum rated power output for 25 years. cell(qea^ y/^+ar,vtyp•/dlm.n>era..,) I 60/pdy I / W ylaluna/ •u • •.• • fig, "" 56 56 3 3 i maybeenere ed in the Open Position. ) i m t /24 do ' t` i 'r 'In compliance with our warranty terms and conditions. f pwiam(matodeU i Hhyl vinyl acetate(EVA) ` 1.26 Al (321�. Rome(mate+laVcolor) Aluminum alioylanod red vhNr or black - ' QUAUrICATIONS & CERTIFICATES JuacNan box(protection deg a) E IP65 Warning.Read the Installation and User Manual in,ts entirely 5 C O 9001 20 tt f handling, UL 1703 and ULC 1703,UL Fire SafetyClass C,CEC,P E ,I$ O8, Cable( 7kn 2N / t ni.diam,ter) S PVWim/47.24 n(12W ram)/12 AWG/0.244 in(6.2 ram) before Installing,and operating Yingli modules. • •• - , • Ke ? typo g gauge ov< 15014001:2004,BS OSHAS 18001:2007,SA8000 vies wnn.dw nmp),end/H4JIPe8 -_ (menaract—Ityp,/protecaon degree) €.... -. 0 ar Pan"... l CO 8 CI<32TT ® r •The spedfications in this datosheet are not guaranteed and are subject to change without prior notice. ,MD -,.»..... Yingli Green Energy Americas,Inc. • info@yingliamericas.com Tel:+1(888)686-8820 V YIN IPLAR • YINGLISOLAR.COM ( NYSENGE & c • YINGLISOLAR.COM I Yii1Q11/aniencas G y.Nli Green Energy Holding Co.Ltd. YGE2405erir EN_201107v(n CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-9 2 5 6 3 0 00 PREMISE OwvER: AHJ Lake Elsinore DESCRIPTION: DESIGN: `' • CONTAINED SHALL NOT CGILH USED FOR THE BARB, VICTORIA BARB RESIDENCE .�',.Soiarcity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: t NOR SHALL IT BE DISCLOSED IN WHOLE OR IN REST 28 YINGLI YL240P-29b 33400 MACY ST 6.72 KW PV Array PART OTHERS OUTSIDE THE RECIPIENT'S PROJECT MANAGER: MOUNTING SYSTEM: LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE SOLARCITY $t CANOPY T AND RAILS 9516099722 PAGE NAME: SHEET: REV. DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. 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U0 u!olal 6ulseaou!,Allu 01,11U lS;elSoo UOUIS!nke Ie11jUl a•pladwoo Z'66Z-f 6VZ:Z'6SZ-W•9'ble-Z'L84 uou s mlon OVwnw.ov4 I uollellelsul 6upnp 6uulmslw pue alll 901MRS 6uol Suolsop Alpuaulaalletsu!'soloualagla q6!q-eJjjn 1. nfiwiion rl ri (��in�nA..a$Ja�a��_LLti'� nelall UU u0"vd+'surdN�%l J9 Ie3!'w^'IV ��y pa$ne.�.u w,r.leguajvu.�ivl.l�w, u�ilualawu ry,�u�vu �0^ 10 u0!jeulquiW OUNUO a Ja110 SJ ajAm!SSaIAWJuliueil a!4-p!Ju;,eluJnY ..__, ,-V'ese4 1ll s/eso4aojouiS.,.,.,y "...,, Up!IaawoOPPOOV t�l�lua�l�.Pa((edslf( sladlanuad�)(.�`hua(aF���-1�61� odo9 0009 Ml Jemod OV xew 0009 0005 Jg Joxegd OV MulUJON SPIS OW)S8313WVUVd 1nd11j0 00mv XVw:N01103S SSOHO 8010flONOO (uoponpaJ 6uu 6u!sn).LE),o„Z/4'BtO:w0•MOONM C suogoauuo3 30 N3018 IVNIWH31 M3H3S (MIVO3N Z VI11SOd Z)b VSZ/DPA009 Mu!W Palm alul 431!MS.00 w dd g oes JO1 Z b JOlspan OPTS 00 POI-Md Aeweu'l (wono bogs pnsJ!o IJOgs ZZ)81 V lddw goe3'1 OM3 00'xew ddw g®e9 t Z lddw goes t Z sin dui 0010 ON b b lddwgaa3J"OdIn ul'M4 Sn-0100-0009-lAd — Z sJeJpmllddRIUOPU OPUI10ON SR-0100.0009-rnd 09E-OZ4 u!ggm elgelsn,pa leu!wou ooZ e110nu0118MOV 009 W a%10AIn ul'xew 089-oL1 I oes-ob4 0 u65ld- R0djind Slopow aooptn0 leu!wou 0961089 0106 [Ala uey aWA Indul lddw uvi 4'9 E'9 SU0118o0,00d$10JOU80 >f Jamod 00 PepuawuroOaH'xew lelo 8l'9 51'9 JwQd 00leulwON 1 opts30 SN313WVadinal t 41t t lJr Iasi, iomod jo,drays OW,9ueSuay7 �mmod jo&days gyp 6uLBuoyJ aa�.�anur �ne �onon�o�d eau© a�ol� ads;/aanu� ��e �ono�o�yd/ �auo a v�r VM oN 1 v yV V oN n V 1 I I 1 NZIBUJA 18 4Jake rnatzky MOUNTING HARDWARE MMM: The Canopy T-series system optimizes strength, performance and aesthetics by structurally attaching solar modules to roofs covered with flat cement tiles or Spanish tiles. 6000 series aluminum offers SolarCity Canopy T Series Installation Instructions superb structural and fatigue strength plus excellent corrosion resistance even in maritime environ- ments. Dead-soft 3000 series aluminum flashing with an EPDM collar provides convenient and ex- cellent long term waterproofing. Approved mounting method: • Precision engineered base track provides flexible positioning of mounting post minimizing size of 1. Remove tile in area where penetration is required. penetration and exposure to elements. • 6061-T6 alloy offers excellent structural and fatigue strength. 2. Locate rafters. • Design reduces part count. 3. Drill pilot holes into rafters. • Wind uplift strength rated at 300 pounds(max 300 pound dead load). • Superior torsional stiffness and high lateral load carrying capability. 4. Mount base track using two(2)5/16" by 4"(2.5"Embed)long lag bolts with washers. • Dual lag bolt mounting option allows for flexible fastening options to accommodate local load 5. Tighten bolts to 15 ft-lb. conditions. 6. Mark where track intersects with peak of tile. 7. Drill the with carbide tipped 1 IW' hole saw. 8. Insert track bolt in track approximately below peak of tile. f Canopy-T Track 9. Insert tile and engage the threaded hole in post with the track bolt through the hole in tile. 103ighten post to 5 ft-lb by hand. 7 Track Bolt 11.Flash in accordance to local building code. 0710 Post 6"or 8" La bolt washer(2) ' n.- g <<Lag bolt(2) ;< ;t Flashing(not shown) e e k A g� b'te N ,; 888-SOL-CITY 1 888-765-2489 1 WWW.SOLARCITY.COM February 2009 T-Series Rail 0 Cooyright 2006-2009 Sola-Ciy Cupora:ion.A.II rigtls reserved.SolarCity and tie SoarCity Logo zre amoig the trademam al SolarCity Corperalion. CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-9 2 5 6 3 0 00 PREMISE OWNER: AHJ Lake Elsinore DESCRIPTION: DESIGN: �♦���/, CONTAINED SHALL NOT BE USED FOR THE BARB, VICTORIA BARB RESIDENCE CGILH 'a; ,; NOR BENEFIT SHALL ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES jt� SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN REST 28 YINGLI YL240P-29b 33400 MACY ST 6.72 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS PROJECT MANAGER: MOUNTING SYSTEM: LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE SOLARCITY 8° CANOPY T AND RAILS 9516099722 PAGE NAME: SHEET: REV: DATE: San Mateo,CA94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: IT TER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. PPA � POWER—ONE # AURORA PM-6000—OUT —US CUTSHEETS PV 9 5/30/2012 (888)-SOL-CITY(765-2489) 1 www.solarcity.com