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10179572_1123 N. CABRILLO - Plan
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Blda.App.Worksheet PROJECT ADDRESS: 1(23 .Cabh*Itt Pork Dr SUITE:SAPIN #10114512- USE OF BUILDING:REEkfiX- COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK:NEW ADD 2EaN. DEMO REROOF REPAIR SIGN MISC L__--> NFW/ADDITION/Al TFRATION· 1ST FL..SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL..SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT: SF ALTER/T. I.:SF JOB DESCRIPTION (non-residential projects see reverse side of this application) :*off MOU·V\1-01 4,) LE p,Me!5 l L poilel 5, 4 ·6\ct. BUILDING OWNER'S NAME' 5 011# ortl PHONE NO: Allard 712 ADDRESS:CITY: )STATE'I i 1 3 6%brillb -P•rk- P r ban-14 A,44 0/1 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:Oblar C k,f -Bn,04 ADDRESS:CITY:STATE: 2(65 5 6,4 AUL,9* AL 14- C 4 5 43 -1173 ZIP 9 270© PHONE NO: ZIP: 92706 WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LlC. #: 96-7346-76¥8/11 13 Zur tell ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME:-Tbm,vty DAM E-MAIL ADDRESS: -|-61£41& (83 4.dr-CE-+7 ./ 0"10_-1 - /-- PHONE NO: 7,4- TZ,4-9764 OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #N \ A P/C FEE PD $ TYPE OF CONSTR:VALUATION: $/Gooo SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES / NO FLOODZONE: . PROCESSED RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: , PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: E Additional square footage E Awnings U Canopy U Card readers El Ceiling work E Change of occupancy (use) El Disabled accessible (H/C) restrooms U Dust collector U Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo Kitchen equipment U Partition walls U Rated corridors U Rated shafts E Roof mounted equipment U Security bars U Screening for equipment U Skylights U Stairs El StorefronUfacade improvements E Storage racks or shelving over 5'-9" E Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection PooUSpa Signs Spray booth Temporary power pole Trash enclosure Solar€ity kGECEIVE 3055 Clearview Way San Mateo, CA. 94402 (888)-SOL.CITY (765·2489) www.solaicity.com AUG 2 9 2013 City of Santa Ana August 27, 2013 ProjecUJob # 927403 RE:COVER LETTER Project:Schwartz Residence 1123 Cabrillo Park Dr Santa Ana, CA 92701 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 CBC, ASCE 7-05, and 2005 NDS - Roof Dead Load = 15 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground Snow Load = 0 psf - Risk Category = II, Wind Speed = 85 mph, Exposure Category C - Solar modules = As indicated in attached drawings. On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 CBC. Please contact me with any further questions or concerns regarding this project. Sincerely, Abe De Vera, P.E. Civil Engineer Main: 888.765.2489, x7526 email: adevera@solarcity.com NG m Digitally signed by Abe De Vera Date: 201 3.08.28 13:50:05 -07'00' 08.27.2013 Page # 2 3055 Clearview Way San Mateo, CA. 94402 (888)-SOL-CITY (765-2489} I www.solaicity.com ORDER # Schwartz Residence - Job # 927403 TABLE OF CONTENTS CONTENT 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure &PV System Information 3 Seismic Considerations 4 Calculation Of Design Wind Loads And Uplift Calculations 5 Calculation Of Roof Dead And Live Loads 6 Structural Framing Analysis 1/2-MILE VICINITY MAP Ashfor,91 -yesto;71, LES K-§-tAn Ydrk 2. t12 f:irk •.. 1123 Cabrillo Park Dr, Santa Ana, CA 92701 Latitude: 33.754747, Longitude: -117.839825, Exposure Category: C :4,#Soilat€ity 08.27.2013 Canopy™ PV System Structural Page # 3 Version # 14.8 Design Softwa re PROJECT INFORMATION Project Name: ..Schwartz Residence AHJ:Santa Ana Job Number:927403 Building.Code:2010 CBC System Size:4.000 kW PV System Based_OnI -2009 IBC/IRC Customer Name:Schwartz, Millard ASCE Code:ASCE 7-05 Address: 1123 .Cabrillo Park Dr _Upgrades Reg'd? No Citv'State:Santa Al*__CA Stamp.Refl'd?Yes Zip Code 92701 PV Desjgner:Tim„Jasabia Latitude:33.754747 Calculations:Jake Bauer Longitude.-117.839825 _Reviewef:Abe De Vera, P.E. SC Office:Orange County EOR:Abe De Vera, P.E. MOUNTING STRUCTURE &PV SYSTEM INFORMATION Mounting Structure Information Risk Categ07 II PV. System Type --s81SREitECanopy Roofing Material Come_Roof Tile Attachment System --Tile Roofs Only_NA Tile Reveal SM Span Only NA Tile Spanner Bar Direction 036EiZEbr NA Standing Seam Spacing SM Seam Only NA Roof.Slope 18° Rafter Spacing 24" O.C. PV System Information Tot*Numbetigf Modules 18 PV Module Orientation Portrait Spanning·yents No Total Area of Array 316 sf PY.Mqdule-Width 3.*Ort PY-Mof'ule Length -54't -- Standoff Comp Mount Tvoe C Minimum Eaye End Setback 51' Minimum Ridge Setback 12" PV System Weight PV Module Weight 2.5 psf Hardware Assembly Weight 03ia Total PV System Weight 3 psf Page # 4 SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS) Seismic Design Code ASCE 7-05 Latitude - _-33.7547 Longitude -117.8398 SRA at Short Period Ss 1.442 USGS SRA at ls Period St 0.510 USGS S6il Site Class D IBC.1613.5.2_ Seismic Design Category SDC D USGS Seismic Check Required (Ss 2 Yes IBC 1613.1 0.4€, & SDC 2 D)? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Weight PV System Weight 316 sf 3 psf 949 lbs Total Weight of PV System W(PV)949 lbs Weight of Roof on Existing Building Sum Area of MPs with PV 576 sf Portion of Roof Weight Area Dead Load Weight Roof 610 sf 15.0 psf 8,634 lbs Ceiling 0 sf 0.0 psf 0 lbs Interior Walls (Top Half)220 sf 6.0 psf 2,400 lbs Extenor Walls (T66 Half)220 sf 18.0 psf 7,200 lbs - Net Weight of Roof Under PV W(exist)18,234 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral 5.2%W(PV)/ W(exist)Increase Seismic Shear Load < 10%, -> [OK]Force Resisting System Note: Seismic base shear is directly proportional to roof weight. IBC Sect. 3404.4 Page # 5 CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partiallf/Fully- EriE16§621 Method Basic Wind Speed V 85 mph Fig. 6-1 Exposure.Category C Section.6,5.6,3 - Ro-of Style Gable Roof Fig. 6-118/C/D-14Am Mean.Roof Height b 15 ft Section 6.2 _ Effective Roof Slope 18° Effective Rafter Spacing 24" O.C. Effective Wind Area (1 Module) A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure K 0.85 Table 6-3 Topographic Factor Kzt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure h qh = 0.00256 (Kz) (Kzt) (Kd) (V'KZ) (I) 13.3 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient (Up)-0.88 Fig. 6-11B/C/D-14A/BGCp Cup) Ext. Pressure Coefficient (Down)GCp (Down)0.45 Fig. 6-118/C/D-144/8 Design Wind Pressure p P= Clh (GCB)Equation 6-22 Wind Pressure Up P(UP)-11.7 psf Wind Pressure Down P(down)10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Seeing Portrait 72"32" Max Allowable Cantilever Portrait 24"NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 16 sf PV Assembly Dead Load W-PV 3 psf Net Wind-Up!® at Baridoff T-actpal ---162.lbs Uplift Capacgy of Standoff T-allow 430 lbs Standoff Demand/Capacity DCR 37.7% Page # 6 CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description All MPs Roofinq Type Comp Roof 5.0 psf Number of Layers 2 Underlayment Roofing Paper 0.5 Dsf Plywood Sheathing Yes 1.5 psf Board Sheathinq 1.2 psfSkip-Sheathinq Rafter Size and Spacing 2 x 8 @ 24 in. O.C.1.5 psf Vaulted Ceiling Yes 4.2 psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 15 psf (All MPs)15.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load Lo 20.0 W Table 4-1 Member Tributary Area At £ 200 sf Rpof Slope 4/12 Tributary Area Reduction Rt J Section 4.9 Sloped Roof Reduction R 1 Section 4.9 Reduced Roof Live Load 0 4 = 4 (Rl) (RD Equation 4-2 Reduced Roof Live Load Lr 20 psf (All MPs)20.0 psf Interior Walls Material Load Finish (Side A)1/2" Gypsum Board _2.2 psf Wall Studs 2x4 @ 16 in. O.C.1.1 psf Insulation No 0.0 psf Finish (Side B)1/2" Gypsum Board 2.2 psf Miscellaneous Miscellaneous Items 0.5 psf Total Interior Wall Load 6 psf (All MPs)6.0 psf Exterior Walls Material Load Exterior Finish 7/8" Stucco 12.0 psf Wall Stud® _ -_ _ _--2-331___ _- ___-@16 in. O.C.-1.1 psf Insulation Yes 1.4 psf Interior Finish __1/2 Gypsum @oa-rd _-_2.2 psf Miscellaneous Miscellaneous Items 1.3 psf Total Exterior Wall Load 18 psf (All MPs)18.0 psf WFORTE MEMBER REPORT JB-927403-00, MP1 PASSED 1 piece(s) 2x8 Douglas Fir-Larch No. 1@ 24" OC Overall Sloped Length: 26' 1/16- 4% 0 0 2' 6-13' 10' 8' A X K ® @ All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 1 Design Results Actual @ Location Allowed Member Reaction (lbs)1097 @ 16' 4"3459 (3.50") Shear (lbs)566 @ 15' 7 3/8"1631 Moment (Ft-lbs)-1343 @ 16' 4"1889 Live Load Defl. (in)0.254 @ 8' 10 1/2"0.729 Total Load Defl. (in)0.467 @ 8' 10 U16"0.972 · Deflection criteria: LL (4240) and Tl (9180). · Overhang deflection criteria: LL (24240) and TL (2L/180). Result LDF Load: Combination (Pattern) Passed (32%) --1.0 D + 1.0 Lr (Adj Spans) Passed (35%)1.25 1.0 D + 1.0 Lr (Adj Spans) Passed (71%)1.25 1.0 D + 1.0 Lr (Adj Spans) Passed (U690) --1.0 D + 1.0 Lr (Alt Spans) Passed (U375) -1.0 D-+ 1.0 Ir (Alt Spans) System: Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 4/12 · Bracing (tu): All compression edges (top and bottom) must be braced at 7' 5 1/2" ok 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 repetiuve member usage. · Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Total AccessoriesRoof Live 1 - Beveled Plate- DF 3.50"3.50"1.50"285 340 625 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"527 570 1097 None 3 - Beveled Plate - DF 3.50"3.50"1.50" 61 119 180 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 (o.90)(non-snow: 1.25) Comments 1 - Uniform(PSF)0 to 24' 5 3/4"24"15.0 20.0 Roof DL + LL 2 - Uniform(PSF)5'7"ton'3"24"3.0 - PV Attachment DL Weyerhaeuser Notes 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. ( SUSTAINABLE FORESTRY INITIATIVE The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Jake Bauer SolarCity (714) 274-7896 jbauer@solarcity.com Job Notes 8/28/2013 11:27:48 AM Forte v4.0, Design Engine: V5.6.2.222 JB-927403-00_working.4te Page 1 of 1 Soilartity R ECEIVE AUG 2 9 2013 3055 Clearview Way San Mateo, CA. 94402 (888)-SOL-CITY (765-2489) 1 www.solaicity.com City of Santa Ana August 27, 2013 Project/Job # 927403 RE:COVER LETTER Project:Schwartz Residence 1123 Cabrillo Park Dr Santa Ana, CA 92701 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 CBC, ASCE 7-05, and 2005 NDS - Roof Dead Load = 15 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground Snow Load = O psf - Risk Category = II, Wind Speed = 85 mph, Exposure Category C - Solar modules = As indicated in attached drawings. On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 CBC. Please contact me with any further questions or concerns regarding this project. Sincerely, Abe De Vera, P. E. Civil Engineer Main: 888.765.2489, x7526 email: adevera@solarcity.com lim|m A lie < N 22 OF CA\3 Digitally signed by Abe De Vera Date: 201 3.08.28 13:50:05 -07'00' 08.27.2013 Page # 2 I www.solaicity.com ORDER # Schwartz Residence - Job # 927403 TABLE OF CONTENTS CONTENT 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure &PV System Information 3 Seismic Considerations 4 Calculation Of Design Wind Loads And Uplift Calculations 5 Calculation Of Roof Dead And Live Loads 6 Structural Framing Analysis 1/2-MILE VICINITY MAP .. .,4 . I ./ '11-0- •*1 -- -419997€99333£Wellirigio,1 4,2 0 .. I. ill. .1 ye. 1 1 4- . ..:\ , -Dd 3 keals Ct 0 ..Westov -r - ., 1. , -il . r .1 4 1 , 1 .t) , IrD' I. .1. . 1 4 f. .. -. ., 1 , -jake Ct . .'4. 1 '.104; p 1 L. .Coleri(P : B £ 1 1. I.-'- 41 . 1 , tr 03 2 U _ .AL#f-26 • DIG Klit| Ln . ,-4 - --r :75 '1 Z 1123 Cabrillo Park Dr, Santa Ana, CA 92701 Latitude: 33.754747, Longitude: -117.839825, Exposure Category: C %/Solar€ity 08.27.2013 Version # 14.8Canopy™ PV System Structural Page # 3 Design Softwa re PROJECT INFORMATION Project Name: * .' ,.Schwartz Residence 'AHJ: -: .· K '-.Santa.Ana ''' . Job Number:927403 Building Code:2010 CBC System Size:4.000 kW PV System _BSsed On: ' 92009.IBC/IRC .4 guslpme-r_Name:Schwartz, Millard --ASCE. Code:ASCE 7-05 Address:2 4123 Cabrillo PArk Dr Upgrades Reg'd?rNd :2 14; 6 1 9__city/Stote:Santa Ana,CA *amp Reg'd?Yes Zip_Codi :*2: . >92701 J · 1 -_ PV Designer: ' 'P · Tith'Tisabia Latitude:33.754747 Calculations:Jake Bauer lingitude: , ., : :-117.839825 , _-__Reviewer: ' Ab€ De' Vdra;'P.E. f SC Office:Orange County EOR:Abe De Vera, P.E. MOUNTING STRUCTURE &PV SYSTEM INFORMATION Mounting Structure Information Risk_gategory H SolarCity Canopy™-A system Type · Roofing Material Comp Roof Tile Attachment System Tile Roofs Only NA Tile Reveal SM Span Only NA Tile Spanner Bar Direction SM Span Only NA Standing Seam Spacing SM Seam Only NA Roof Slope 18° Rafter Spacing 24" O.C. PV System Information Iptal Number «_M_qdules_ _ 18 PV Module Orientation Portrait Spanning Ver© No Total Area of Array __316 sf PYH8dith . - fi__ - -_3:Ut U PV Module- Length_5.4 ft Standoff CoinDMount¥-9De C Minimum Eave End Setback 5" Minimum Ridge Setback 172 --- - --- -- - ------- --- PV System Weight PV Module Weight 2.5 psf Hardwai Aisembly Welqht 0.5 psf Total PV System Weight 3 psf Page # 4 SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS) Seismic Design Code ASCE 7-05 Latitude 33.7547 Longitude -117.8398 SRA at Short Period SS 1.442 USGS SIU\ at ls Period Sl 0.510 USGS Soil Site.Class D IBC 1613.5.2 Seismic Design Category SDC D USGS Seismic Check Required (Ss k Yes IBC 1613.1 0.4q & SDC 2 D)? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Weight PV System Weight 316 sf 3 psf 949 lbs Total Weight of PV System W(PV)949 lbs Weight of Roof on Existing B /ilding Sum Area of MPs with PV 576 sf Portion of Roof Weight Area Dead Load Weight Roof 610 sf 15.0 psf 8,634 lbs Ceiling Osf 0.0 psf 0 lbs Interior Walls (Igp Half)220 sf 6.0 psf 2,400 lbs Exterior Walls (Top Half)220 sf 18.0 psf 7,200 lbs Net Weight of Roof Under PV W(exist)18,234 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral 5.2%W(PV)/ W(exist)Force Resistinq System Increase Seismic Shear Load < 100/0, -> [OK] Note: Seismic base shear is directly proportional to roof weight. IBC Sect. 3404.4 Page # 5 CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method _Partially/Fully Enclosed Method Basic Wind Speed V 85 mph F#.6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig. 6-118/C/D-14NB Mean Roof Height h 15 ft Section 6.2 Effective Roof Slope 18° Effective Rafter Spacing 24" O.C. Effective Wind Area (1 Module) A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz Topographic Factor Krt Wind Directionality Factor Kd Importance Factor I Velocity Pressure qb 0.85 1.00 0.85 1.0 qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) (I) 13.3 psf Table 6-3 Section 6.5.7 Table 6-4 Table 6-1 Equation 6-15 Wind Pressure Ext. Pressure Coefficient (Up)-0.88 Fig. 6-118/C/D-14NBGCp cup) Ext. Pressure Coefficient (Down)GCp (Down)0.45 Fig. 6-118/C/D-14NB Design Wind Pressure p P=qh (Gep)Equation 6-22 Wind Pressure Up P(UP)-11.7 psf Wind Pressure Down P(down)10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Diredion Max Allowable Standoff Spacing Portrait 72"32" Max-Aflbov#ble Cantilgyer_ ___-_ . _ _ _po,ait _ _ _ _ - ____ - _24,1 - _ -- _--1 NA --_ Standoff Configuration Portrait 16Estaggered Max Standoff Trikulary Area__ - _ _ Trib -16 M -- _ PV Assembly Dead Load W-PV 3 psf Ki*_Wind Up#ftat_standoff.LIT --f_- I--TNctu#IJ i-- 7-2 - - _- 2-172_[bs_ _ -ff LE-- -f__-- 1 1-_If - -f -ff Vellft Qpacity of Standoff _I-allow 430 lbs Standoff Demand/Capacity bCR 37.7% Page # 6 CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description All MPs Roofinq Type Comp Roof 5.0 psf Number of Layers 2 Underlayment Root-nq Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board,Sheathinq Skip-Sheathinq 1.2 psf Rafter Size and Spacing 2 x 8 @ 24 in. O.C.1.5 psf Vaulted.Ceiling Yes 4.2 psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 15 psf (All MPs)15.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load 4 20.0 psf Table 4-1 Member Tributary Area At £ 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R 1 Section 4.9 Reduced Roof Live Load Lr 4 = 1.o (Rl) (RD Equation 4-2 Reduced Roof Live Load Lr 20 psf (All MPs)20.0 psf Interior Walls Material [inish(%'e A)1/2_19-ypsum Board Wall Studs 2 x 4 __@_161,1.-Q.C._ Insulation No . Fint@h (Side B)_ ___1/2" Gypsum Board Miscellaneous Miscellaneous Items Total Interior Wall Load 6 psf (All MPs) Load 2.2 psf 111 PSL 0.0 psf 2.2-Psf - 0.5 psf 6.0 psf Exterior Walls Material Load Exterior Finish 7/8" Stucco 12.0 psf Waff *Ups 2 x 4 @ 16 in. O.C. _1.11psf Insulation Yes 1.4 psf Interior Finish 1/2" Gypsum Board _ __ .- ..- - -2.2.psf Miscellaneous Miscellaneous Items 1.3 psf Total Exterior Wall Load 18 psf (All MI's)18.0 psf WFORTE®MEMBER REPORT JB-927403-00, MP1 PASSED 1 piece(s) 2x8 Douglas Fir-Larch No. 1@ 24" OC Overall Sloped Length: 26' 1/16' 0 0 -$2- U 13' 10'8, All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. IDesign Results Actual @ Location Allowed Member Reaction (lbs)1097 @ 16' 4"3459 (3.50") Shear (lbs)566 @ 15' 7 3/8"1631 Moment (Ft-lbs)-1343 @ 16' 4"1889 Live Load Defl. (in)0.254 @ 8' 10 1/2"0.729 Total Load Defl. (in)0.467 @ 8' 10 7/16"0.972 · Deflection criteria: LL (4240) and TI (4180). · Overhang deflection criteria: LL (24240) and TL (24180). Result LDF Load: Combination (Pattern) Passed (32%) --1.0 D + 1.0 Lr (Adj Spans) Passed (35%)1.25 1.0 D + 1.0 Lr (Adj Spans) Passed (71%)1.25 1.0 D + 1.0 Lr (Adj Spans) Passed (4690) --1.0 D + 1.0 Lr (Alt Spans) Passed (L/375) --1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 4/12 · Bradng (tu): All compression edges (top and bottom) must be braced at 7' 5 U2" ok 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. Bearing Length Loads to Supports (lbs) i Supports Total Available Required Dead Total AccessoriesRoof Live 1 - Beveled Plate - DF 3.50"3.50"1.50"285 340 625 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"527 570 1097 None 3 - Beveled Plate - DF 3.50"3.50"1.50" 61 119 180 Blocking • Blocking Panels are assumed to cany no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live i Loads location Spacing (0.90)(non-snow: 1.25) Comments 1 - Uniform(PSF)0 to 24' 5 3/4"24"15.0 20.0 Roof DL + LL 2 - Uniform(PSF)5' 7" to 21' 3"24"3.0 - PV Attachment DL 1 Weyerhaeuser Notes Weyerhaeuser warranm 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. () SUSTAINABLE FORESTRY INITIATIVE The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Jake Bauer SolarCity (714) 274-7896 jbauer@solarcity.com Job Notes 8/28/2013 11:27:48 AM Forte v4.0, Design Engine: V5.6.2.222 JB-927403-00_working.4te Page 1 of 1 CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRFRR· \<1-5 (ahrill, Park- Dr- TRACKING #: 10 17497,2- 20/ 5-AS-91-DATE:29-13 FOR PLANCHECK STATUS CALL (714) 647-5800 ELEASE INITIAI FACH ITEM BELOW -1.Ll.I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. Ill 2.I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. 30 3.I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. TP 4.I understand that I shall submit separate plans, applications ancl plane.heck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. 1 understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFFn TO BY APPLICANT OR,AGFNT- Applicant's Signature ./-8 - O Print Name ,nmmy DB ,{3 Addrect Telephone Number -7lq. ¥-64- 4769 Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1._ Planning Department 2._ Public Works Agency 3._ Fire Departmemt 4._ Police Department 5._ School District 6._ Health Department PERMIT TECHNICIAN Form 58: 3-26-04 7._ Title 24 (Energy ) 8._ Title 24 (Disabled Access) 9._ Roof Mounted Equip. 10._ List of Subcontr. 11._ Bldg. Pmt. Info. 12._ Summary of Appr. Reg. 13._ FY Information E-04* v vic U L 6 *1 14._ Constr. Act. Reg. 15._ Res. Dev. Fees 16._ SMIP 17._ Microfilming 18._ Const. Debris Recyc. 19._ FCWP Surcharge 20._ LOA/Owner-Builder Ver. ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED 1 CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW ELECTRICAL NOTES JURISDI( 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSI-I!.ON A SIGN WILL BE PROVIDED WARNING HAZARDS PER ART. 690.17.ARCHITECTURAL STRI 2. EACH UNGROUNDED CONDUCTO¢ OF TtiL. MULTIWIRE BRANCH CIRCUIT WILL BE IDENT]FIMASEMED FOR CONS' PHASE AND SYSTEM PER ART. 210.5.13. A NATIONALLY-RECOGNIZED TE1TING SEPARATE PERMITS ARE RI LABORATORY SHALL LIST ALL EQUIPMHN COMPLIANCE WITH ART. 110.3. ]1*CTRICAL, PLUMBING & MEIt of plans and specifications mi4. CIRCUITS OVER 250V TO GROU N @ 9189 COMPLY WITH ART. 250.97, 250.92(B)|at ali times and it is unlawful to rr 5. DC CONDUCTORS EITHER DO NO-1 i on same without writtenta #ma. BUILDING OR ARE RUN IN METALLIC RAC ENCLOSURES TO THE FIRST ACCESSIB tance of this plan and spef DISCONNECTING MEANS PER ART. 69C pe 'mit nor be an approval 6. ALL WIRES SHALL BE PROVIDED of \NY City Ordinance or f REUEF AT ALL ENTRY INTO BOXES A: f UL LISTING. 7. MODULE FRAMES SHALL BE GA ity ..2222:0££ •10 1.0 0 1 /4 3 STION NOTES ' PERMIT TYPE (f3§3zuicT PLOG MECH GRADING PERMIT# /6179572 TRUCTION OCC. GROUE 29>/U EQUIRED FOR CONSTR. TYPE V- /32 CHANICAL PLANS ust be kept on the job CODE EDmON_ 2070 CAL lake any changes or FLOOD ZONE >rpermission from the :ifications SHALL NOT FLOOD ZONE CERTE REQ'D YES (-:f of the violation of any MICROFILM YES liuMate Law. RADIANT BARRIER @ ROOF YES '07322,4 - .1. *..*....Date RESIDENTIAL DEV. FEE YES NTS NOT TO SCALE OC ON CENTER PL PROPERTY UNE PO POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE SS STAINLESS STEEL STC 'STANDARD TESTING CONDIT[ONS- P(p TYPICAL UPS UNINTSt!lt;]0(CtAlfie-FollowinG V VOLTVmp VOLT,effh0*b DepartmentVOCVOLT*E-'AT-d W WATT Pohce Department3R NEMA g)epartment Il Public Works Agency F| Grading Permit D Cal 4 6Atiti A UL-LISTED LOCATION PROVIDED BY THE 1 MANUFACTURER USING UL LISTED GROUNbING HARDWARE.8. MODULE FRAMES, RAIL, AND POST 2161-k@.64. BONDED WITH EQUIPMENT GROUND CONDUCT.ORS :AND · GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTROpE CONDUCTOR SHALL BE SIZED ACCORDING TO ABT. 250.166(B) & 690.47. Approvals: El UGEAISEOrange Health D«BENERAIL NOTES CITY OF SANTA ANA E 14th St K RY ' 3 1 SCWDOL DISTRICT YES229'r ECEIVE AUG 2 9 2013 City of Santa Ana VICINITY MAP -1 -- Il '·79 00 O -+ -0 a)Wellington Ave-1 1 APPROVED PLANNING DIVISION LAASTER I.D.Al Z_/6 77yl G.P ZA-Zone ©L PLANNER 4,/UP DATE -RANSFERRED BY DATE DLANNING INSPECTION REQUIRED: ROUGH FINAL NONE - 4AME (714) - JETAIN PLANS FOR FUTURE REVISIONS. JUBJECT TO ITEMS CHECKED AND CONDITIONS RELOW: O INTERIOR TI ONLY 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2010 CALIFORNIA ELECTRIC CODE. CJ Z O NO EXTERIOR ALTERATIONS/MODIFICATIONS O ALL PATERIALS TO MATCH EXISTING O SCREENING REQUIRED O :SUBMiT LANDSCAPE PEANS -,-.........1.-- ACCEPTED FOR CONST SEPARATE PERMITS ARE RE# ELECTRICAL, PLUMBIN; & MECI This set of plans and specifiations mu, 14" m"w aily •• .9 rful to ma-IND:tz*ions on same witholt written p i:, „: 5:Anta Ana. PV1 COVER SHEET PV2 SITE PLAN he acceptance of this plan and specif) PV3 STRUCTURAL VIEWS 9 held to permit nor be an approval oPV4 THREE LINE DIAGRAMJrovisions Of ANY City Ordirance or St, Cutsheets Attached ' ccepted By..........U1. THIS SYSTEM IS GRID-INTERTIED VIA A UL-USED POWER-CONDITIONING INVERTER.Z Z 9 -I - Il Fle-6%1 CM& in 2. THIS SYSTEM HAS N0 BATTERIES, N0 UPS. - CITY OF SANTA Ah 0 a00#69*trict 3. SOLAR MOUNPNG FRAMES ARE TO BE O g. R g 6\ GROUNDED.2 k0 JIMYfRaptes,, ,-'....5 9.0disltionu, N itn",AILL'WORI{LJQE DONE TO THE 2010 IT CALIFORNIA' BUILDING CODE.cm . CL --* '2- 233_. 2 -MODULE GROUNDING METHOD: SLEEKMOUF AHJ: Santa Ana UTILITY: Southern California Edison (SCE) I e-+ -U.-I. 1-REV BY DATE COMMENTS 04 0 0 C) 1-D REV A NAME 8/27/2013 COMMENTS r-·. f CO -° CO * Fal,lif'v ParkGougle •;tr' I UN, - Oigita.luwbe, U.S. Geological.Survey, USDA Farm Servioe.*ency * C. CONFIDENTIAL - THE INFORMAnON HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF- ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REGPIENTS ORGANIZAnON, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, MTHOUT THE WRITTEN PERMISGON Of SOLARCITY INC. JOB NUMBER:JB-927403 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 NVERTER: POWER-ONE # AURORA PVI-3.0-OUTD-S-US PREMII OWNER: SCHWARTZ, MILLARD 1123 CABRILLO PARK DR SANTA ANA, CA 92701 7145431133 DES(NIPRON: SCHWARTZ RESIDENCE 4 KW PV Array PAGE NAIE COVER SHEET bLDESIGN: Tim Tasabia .. quial ul,3 --* 3055 ae,view Way SET:REV: DATE:Son Mateo, CA 94402 T: (650) 638-1028 F: (650) 638-1029PV 1 a 8/27/2013 (888)-SOL-CITY (765-2489) w..solorcity.com 4 12, r„, r 43»j MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 PITCH: 18 ARRAY PITCH: 18 MATERIAL: Comp Shingle STORY: 1 StoryJake Tornatzky V 3' Fire Setback- ------- STAMPED AND SIGNED FOR STRUCTURAL ONLY F re A /Th AC oey |0|< Nr/ t 62202 Digitally signed by Abe De Vera Date: 2013.08.28 13:51:10 -07'00'LEGEND REW (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS 0 4 4 --e- 0 0 O C 0 0 No 0 0 E! UZ C 0 0 3· Fire Setback | TOTAL ARRAY AREA (SF): 328 Il TOTAL ROOF AREA (SO: 2544 | PERCENT OF TOTAL ROOF AREATOTAL- ARRAY AREA IS m 13 DC AC 3 ]Ee DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS JUNCTION BOX DC COMBINER BOX & WARNING DISTRIBUTION PANEL & WARNING LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER - CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR - GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN N Ft-#44 ve bute. 01' Scale: 3/32" = 1' 10'21' W { 0 } E CONFIDENTIAL - THE INFORMATION HERON CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED. IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REaPIENS ORGANIZAION. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECnVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF- SOLARCITY INC. JOB NUMBER:JB-927403 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA PVI-3.0-OUTD-S-US PREMIi OWNER: SCHWARTZ, MILLARD 1123 CABRILLO PARK DR SANTA ANA, CA 92701 7145431133 DESNPnON: SCHWARTZ RESIDENCE 4 KW PV Array PAGE NAME: SITE PLAN DESIGN: Tim Tosabia SHEET:RE¥: DATE: PV 2 a 8/27/2013 9¥Solarti iv 3055 Cle,view Way Scm Mateo, CA 94402 T:(650) 638-1028 F: (650) 638-1029 (888)-SOL-aTY (765-2489) wn.solarcity.corn 11 » 1 6991 *Wvkg * 91 4/»j j Jake Tornatzky V L (E) 1 x6 COLLAR (E) 6xl 2 BEAM - 13'-10" 8' (E) LBW /--1 SIDE VIEW OF MP1 RAFTER:(E) 2x8 @ 24" 0.C. RIDGE:(E) 2*10NTS MAX SPAN:13'-10" MAX STANDOFF DISTANCE: 72" 0.C. L PV MODULE 7 5/16" BOLT WITH LOCK n\ & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT 7 F- (6) ZEP COMP MOUNT C - ZEP FLASHING C (E) COMP. SHINGLE < /- (E) ROOF DECKING 5/16" DIA LAG BOLT /L (5) WITH SEAUNG WASHER -/ / LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) 0 01 Wi\ -/*"INSTALLATION ORDER 47LOCATE RAFTER, MARK HOLELOCATION, AND DRILL PILOT E / 2/--1-: el,7 HOLE.<-OCE*:52, SEAL PILOT HOLE WITH Digitally signed by Abe De Vera POLYURETHANE SEALANT.Date: 2013.08.28 13:51:44 -07'00' INSERT FLASHING. PLACE MOUNT. INSTALL LAG BOLT WITH SEAUNG WASHER. NSTALL LEVELING FOOT WITH BOLT & WASHERS. (E) RAFTER STAN DOFFScale: 11/2" = 1' CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REaPIENTS ORGANIZAnON, EXCEPT IN CONNECTION TH THE SALE AND USE OF THE RESPECTIVE SOLARaTY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927403 00 MOUNTING SYSIM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER POWER-ONE # AURORA PVI-3.0-OUTD-S-US PREMII OWNER: SCHWARTZ, MILLARD 1123 CABRILLO PARK DR SANTA ANA, CA 92701 7145431133 DESCRIPTION: SCHWARTZ RESIDENCE 4 KW PV Array PAGE NAME STRUCTURAL VIEWS DESGN: Tim Tasabia 91EIT:REW DATE· PV 3 0 8/27/2013 22.,%. 9+Solartit 0 3055 Clearvie, Way San Mateo, CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888>-SOL-CITY (765-2489) nu.solorcity.corn 11 W % 8.1 ¥22 R= 0 4 1 GROUND SPECS MAIN PANEL SPECS -GENERAL NOTES --- - -' INVERTER SPECS MODULE SPECS LICENSE CA # 888104BOND (N) #8 GEC TO (E) UFER AT PANEL Panel Number: JA112 CY Inv 1: DC Ungrounded INV 1-(1) POWER-ONE # AURORA PM-3.0-OUTD-S-US LABEL: A -(16) TRINA SOLAR # TSM-250PA05.18 C-46, C-10WITH IRREVERSIBLE CRIMP Meter Number: SCE 222013-133776 - Inverter, Zigbee, 3000W, 240V, 96%PV Module; 250W, 227.5W PTC, 40MM, Black Frame, MC4, ZEP Enabled INV 2 Voc: 37.6 Vpmax: 30.3 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Jake Tornatzky V (E) 125A MAIN SERVICE PANEL (E) 100/2P MAIN CIRCUIT BREAKER Inverter 1 IND CUTLER-HAMMER r, wn·r ADJUST MIN. ACTIVATION k 100A/2P Disconnect POWER-ONE AURORA PVI-3.0-OUTD-S-US A------------1 String(s) Of 8 On MP 12- (E) LOADS 1121 ----------'Ll l.2 GFP/GFCI 0- DC+ 1 A DC+I DC- 1 EGC LTAGE /[D [r 11- '2P FERi61 EGC/DC+ B rGE-1 ___ _E-Gq. __ N 20A/ -ADJUST MIN. ACTIVATION L LTAGE - 1 String(s) Of 8 On MP 1 179------------0----------------J -(1) Conduit Kit; 3/4' El.T ---- 399559_ J ZI- TO 120/240V 1 SINGLE PHASE UUTY SERVICE 111 VOC* = POI k- MAX VOC AT MIN TEMP -(1) CUTLER-HAMMER # BQC2202120 PV BACKFEED BREAKER Breaker; 20A/1P-20A/2P-20A/lP, 2 Spaces, Quadplex A (1) CURER-HAMMER # DG221URB Disconnect JOA, 240Voc, Non-Fusible, NEMA JR -(1) alnER-HAMMER , DGO3ONB Ground/Neutral Kit; 304 General Duty (DG) AC DC (1) ANG #10, THIN-2, Block ( 1 ) AWG #10, THWN-2, Red -(1) AWS #10, n--2, White -(1) ANG A.D--2.. Green. NEUTRAL Vmp = 240 VAC Imp = 14.5 AAC EGC/GEC .m ( 1. 1 Gon¢4it. Kit. U€ EMT . VOC*(2 }AWG #10, PV WRE, Black =329.68VDC Isc = 8.85 ADC ( 1 ) AWG #10, Solid Bare Copper EGC Vmp = 242.4 VDC Imp= 8.27 ADC f 1 ) Conduit rlt. 3/4.-.EMT (2) AWG #10, PV WIRE Black 906** *= 329.68VDC Isc 2 8.85 At)C ( 1 ) AWG #10, Solid Bare Copper EGC Vmp = 2424 VDC Imp= 8.27 ADC ( 1 ) Conduit Kit; 3/4' EMT CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REGPIENTS ORGANIZATION. EXCEPT IN CONNECHON WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSON OF SOLARCITY INC. JOB NUMBER:JB-927403 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA PVI-3.0-OUTD-S-US PREMIi OWNER: SCHWARTZ, MILLARD 1123 CABRILLO PARK DR SANTA ANA, CA 92701 7145431133 DESNPRON: SCHWARTZ RESIDENCE 4 KW PV Array PACI NAME: THREE LINE DIAGRAM DESIGN: Tim Tasabia 9{EET:IEK. DATE: PV 4 0 8/27/2013 4/Solar€ity 3055 Clearview Way San Mateo, CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888)-SOL-CITY (765-2489) miw.solarcity.com 11 E cn = 0 A -1 - 97 T CAUTION: SOLAR CIRCUIT PHOTOVOLTAIC DC DISCONNECT MAXIMUM POWER- POINT CURRENT (Imp)A MAXIMUM POWER-I POINTVOLTAGE (Vmp)V MAXIMUM SYSTEM IVOLTAGE (Voc) V SHORT-CIRCUITI CURRENT (Isc) A WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PHOTOVOLTAIC AC DISCONNECT Label Location: (C) Per Code: CA Fire Guidelines Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 Label Location: (DC) (INV) Per Code: CEC 690.53 Label Location: (DC) (CB) Per Code: CEC 690.17 Label Location: (DC) (INV) Per Code: CEC 690.5(C). Label Location: (AC) (POI) Per Code: CEC 690.14.C.2 MAXIMUM AC A OPERATING CURRENT MAXIMUM AC VOPERATING VOLTAGE PV SYSTEM DISCONNECT FOR UTILITY OPERATION WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC VOPERATING VOLTAGE CAUTION DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM Label Location: (AC) (POI) Per Code: CEC 690.54 Label Location: (AC) (POI) Label Location: (AC) (POI) Per Code: CEC 690.17 Label Location: (Pol) Per Code: CEC 690.64.B.7 Label Location: (Pol) Per Code: CEC 690.54; CEC 690.17 Label Location: (Pol) Per Code: CEC 690.64.B.4 (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMAnON HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENLS ORGANIZAnON, EXCEPT IN CONNECTION WTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WHHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SC - CA Santa Ana Label Set %,SolarCity 300[[[0[1000000 S[[EM CmID[IA G[UI)2 TCO8[E028 01011008¤I02O [888[IBOLDITY FAORIB[ZE[[EDECICE[ED 11 1 8 0 31*Ii , 6 % r' 1 SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep CompatibleTM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. e • Utilizes Zep Solar hardware and UL 1703 listed Zep CompatibleTM modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components 5/16" Machine Screw ® Leveling Foot © Lag Screw @ Comp Mount ® Comp Mount Flashing Installation Instructions ® Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 @ Seal pilot hole with roofing sealant @ Insert Comp Mount flashing under upper layer of shingle ® Place Comp Mount centered upon flashing ® Install lag pursuant to NDS Section 11.1.3 with sealing washer. @ Secure Leveling Foot to the Comp Mount using machine Screw 0 Place module ®e %/Solartity January 2013 Solar€ity January 2013 GO.Ar/# COMP¢S. il 0 r- 3*@. f,@U 1 A power-ane AURORA 933011]*11(maa · /·i (ZE!Im 616)60€!ili:(113 1£ 62060€!ilD{!E) 4619*12*EliciD(!B ' Renewable Energy Solutions I ': Imr-r.r-777'-1,'-Er--7 -rr-7--77-7-u-T-7-7-73 PVI-3.0-TL PVI-3.6-TL PVI-4.2-TL GENERALSPECIFICATIONS OUTDOOR MODELS t· '001· 2>S? 94 f N\] F/ Nominal Output Power Maximum Output Power Rated Grid AC Voltage |Inpit Side (Do Numberof Independent MPPT Channels Maximum Usable Power for Each Channel Absolute Maximum Voltage (Vmax) Start-Up Voltage (Vstart) Full Power MPPT Voltage Range Operating MPPT Voltage Range Maximum Current (Idcmax) for both MPPT in Parallel Maximum Usable Current per Channel Maximum Short Circuit Current Limit per Channel Number of Wire Landing Terminals Per Channel Array Wiring Termination |Output Side {AC) Grid Connection Type W 1 W 3 V W V V V V A A A Adjustable Voltage Range (Vmin-Vmax) V Grid Frequency Hz Adjustable Grid Frequency Range Hz Maximum Current (lacmax)A.Mt Power Factor Total Harmonic Distortion At Rated Power % Grid Wiring Termination Type 1Protection Devices JIn put Reverse Polarity Protection Over-Voltage Protection Type PV Array Ground Fault Detection loutput Anti-Islanding Protection 3000 3600 i 4200 3000 f 3300" 3300" 3600 ! 4000•• ' 4000•• 1 4200 4600·• 4600•• 208 ; 240 ! 277 | 208 1 240 ; 277 1 208 1 240 277 1 2 ' 2 2 2000 3000 3000 600 600 1 600 200 (adj. 120-350)200 (adj. 120-350) |200 (adj. 120-350 ) 160-530 120-530 ! 140-530 0.7xVstart-580 0.7*Vstart-580 1 0.7xVstart-580 20 32 1 32 10 16 I 16 12.5 1 20 ; 20 2 Pairs (1 on -S version)i 2 Pairs O on -S version) !2 Pairs (1 on -S version) Terminal block Pressure Clamp, AWG10-AWG4 1 10/2W i Split- 1 ,0/2W 10/2W Split- | 10/2W 10/2W 25 i 10/2W0/3W ,0/3W i ililligi:'i:imilill I. The mostcommon residential inverteristhe ideal size foran average- f. ' sized family home. This family of single-phase string inverter A complements the typical number of rooftop solar panels, allowing ' t .home-owners to get the most efficient energy harvesting for the ' sizeofthe property. This rugged outdoor inverter has been designed as a completely sealed unitto withstand the harshest environmental conditions. .11#77 ..%1.-- 7 I T 183-128 1 211-164 5 244-304 183-228 211-264 1 244-304 - 183-228 1 211-264 ; 244-304 60 60 60 57-60.5 57-60.5 1 57-60.5 14.5 I 14.5 I 12 17.2 I 16 I 16 1 20 1 20 | 20 > 0.995 >0.995 1 > 0.995 <2 <2 1 <2 Terminal block, Pressure Clamp, AWG10-AWG4 1 Yes Yes Yes Varistor, 2 for each channel ,Varistor, 2 foreach channel Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Meets UL 1741/IEE1547 Meets UL 174 1/IEE 1547 Meets UL 1741/IEE1547 requirements requirements requirements Varistor, 2 {6 -6/6-G)Varistor, 2 (6 -6/6-G)Varistor. 2 (6 - 6/ L, - G) One of the key benefits of the Uno family of single-phase inverters is the dual input section to process two strings with independent MPPT esRecially useful for rooftop installations with two different orientations tie East and West). The high speed NIPPT offers real-time p@wer tiacking and improved energy harvesting. The transformerless operation' g)yes the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low powerinstallitions with reduced string size. Over-Voltage Protection Type Maximum ACOCPD Rating |Efficlency Maximum Efficiency CEC Eff,ciency loperating Performance Stand-by Consumption Nighttime consumption Communication User-Interface Remote Monitoring [1 xR5485 ind.) Wired Local Monitoring (lxRS485 ind.) Wireless Local Monitoring IEnvironmental A 20 1 20% 15 25| 20 l 20 25 | 25 |25 1 % 96.9 97 97 96 96 96 96 1 WRMS |<8 <8 <8 WRM3 | <0.6 <0.6 <0.6 1 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt) PV}-USB-RS485_232 (opt), PVI-DESKTOP (opt) PVI-DESKTOP (opt) with PVI-RADIOMODULE (opt) - .>-• Ea'ch inverter ¢ Beton specific grid codeswhichtan be selected in the field ' • Single phase output . . . ·• Dual input sections with independent MPPT, alloWs optimal energy harvesting from two sub-afrays oriented in , different directions . <AR • Wide input range . :9 High sp@ed ar,d'pr€ise MPFT al®rithm fo,rral tirhe power tfacking and improved en'ergy harveiting:, ,* · Features Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acoustic Noise Emission Level Maximum Operating Altitude without Derating |Mechanical Specifications Endosure rating Cooling Dimensions {H x W x D) Weight Mounting System Conduit Connections*•* DC Switch Rating-(Per Contact) Safety °F (°C)-13 to +140 (-25 to +60) with derating above 131 (55) °F (°C)-40 to 176 640 to +80} % RH 0-100 condensing db(A)@lm <50 ft(m)6560 (2000) NEMA 4X Natural Convection in (mm)33. lb/(kq) <47.3 (21.3) -5 version Wall bracket Trade size KOs: Wea x 1/21 and geax 1 -1/4",3 places side, front, rear) AN 25/600 -13 to +140 (-25 to +60) with deratinq above 131 (55) -40 to 176 (-40 to +80) MOO condensing < 50 6560 (2000) NEMA 4X Natural Convection x 12.8 x 8.7 (859 x 325 x 222) -S Vei < 47.3 (21.3) -5 version Wall bracket Trade size KOE Qea x 1/21 and Dea x 1-1/4", 3 places side, front, rear) 25/600 -13 to +140 (-25 to +60) with deratinq above 113 (45) -40 to 176 HO to +80) 0-100 condensing < 50 6560 (2000) 1 NEMA 4X Natural Convection iion < 47.3 (21.3) -S version Wall bracket Trade size KOs: (Zea x 1/27 and (2ea x 1 -1/41 3 places side, front rear) 25/600 ·• 'Flht efficiencycurvei¢nsurehigh efficiency atall output levels ensuring consistent and Stable perfdrmance across . 'theentireinptitvoltag©Adoutputpowerran®- • Outddorehclosure forunrestricted use under anyenvir6nmental conditions '- • Integraed DC'digconnect switch in 26mpliance with international Standards (-S Version) • RS-485 domitainication interface #orconnection to laptop or datalogger) • Compatible kith PVI-RADIOMODUL¢ for wireless communication with Aurora PVI-DESKTOP AURORA UNO Isolation Level Safety and EMC Standard Safety Approval 1Warrantv Standard Warranty years Extended Warranty years |Available Models Standard - Without DC Switch and Wiring Box With DC Switch and Wiring Box ......1_.__]_ ·All datal; subject to change without notie " Capability enabled at nominal AC voltage and withiumcient DC power available *• When equipped with optional DC Switch and Wiring Box Transformerless (Floating Array) Transformerle5s (Floating Array) Transformerless (Floating Array) UL 1741,CSA -C22.2 N. 107.1-01 UL 1741,CSA -C22.2 N. 107.1-01 UL 1741,CSA -C22.2 N. 107.1-01 ,CSA..CSAw.'CSAu, 1 10 10 10 15&20 15&20 15&20 1 PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-4.2-OUTD-US -21·0-OUTD-5-Uj_ _-_ _L __ £Y!g.&01.rrD-s-us PVM.2-OUTD-5-NA AURORAUNO 11 1 4, k CSA INTERNATIONAL Certificate of Compliance Certificate:2096477 Master Contract:173688 . Project:2439385 Date Issued:July 19, 2011 Issued to:Power-One, Inc 740 Calle Plano Camarillo, CA 93012 USA Attention: Robert White The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. Rob-Hen,tpitock Issued by: Rob Hempstock, AScT. 0 JS PRODUCTS CLASS 5311 09 - POWER SUPPLIES - Distributed Generation Power Systems Equipment CLASS 5311 89 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models PVI-4.2-OUTD-US, PVI-3.6-OUTD-US, PVI-3.0-OUTD-US, PVI-4.2- OUTD-S-US, PVT-3.6-OUTD-S-US, PVI-3.0-OUTD-S-US, PVT-4.2-OUTD-US-W, PVI-3.6-OUTD-US-W and PVI-3.0-OUTD-US-W: provided with two DC input channels. permanently connected. For details related to ratings, reference should be made to the CSA Certification Record, Appendix l or the -- Descriptive Report. APPLICABLE REOUIREMENTS - CSA-(22.2 No. 107.1-01 - General Use Power Supplies UL Std No. 1741-Second Edition - Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources (January 28,2010) DQD 507 Rev. 2009-09-01 Page: 1 Mono Multi Solutions TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA @ STC TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 TSM-PA05.18 THE TRINAMOUNT MODULE 941 mm 4.09*12 INSTALLING}+OU JUNCTION NAMEPLA' i Peak Power WOUS-PMAx (wp)240 245 250 255 260 Power Output Tolerance-P- 1%1 0/+3 0/+3 0/+3 0/+3 0/+3 Maximum Power Volloge-VMP (V)29.7 30.2 30.3 30.5 30.7 Maximum Power Current-1.pp (A)8.10 8.13 8.27 8.36 8.47 Open Circuit Voltage-Voc (V)37.3 37.5 37.6 37.7 37.9 . Short Circuit Current-Isc (A)8.62 8.68 8.85 8.92 9.00 T I ¥ Module Efficiency rm (%)14.7 15.0 15.3 15.6 15.9 STC: trradiance 1000 W/m'. Cell Temperature 25°C. Air Mass AMI.5 according to EN 60904-3 Average efficiency reduction of 4.5% ot 200 W/mwaccording to EN 60904-1. ELECTRICAL DATA @ NOCT TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 60 CELL MULTICRYSTALLINE MODULE ' 043 GROU#01.*E 11 WITH TRINAMOUNT FRAME 12·CRAIN HOX[ 9 240-260W 812mm 180 Back View Moximum power-pMU Cwp)174 178 181 184 188 I ... 1 Maximum Power Voltage-Vp (V)26.6 26.8 27.0 27.2 2Z4 r T T - Maximum Power Current-lwp (A)6.55 6.64 6.70 6.77 6.86 Open Circuit Voltage (V)-Voc (V)34.1 34.2 34.3 34.4 34.6 Short Circuit Current (A)-Isc (A)7.04 7.10 7.25 7.31 7.37 NOCT: Irradianceat 800 W/m'. Ambient Temperature 20°C. Wind Speed l m/s. POWER OUTPUT RANGE 15.9% MAXIMUM EFFICIENCY 0-+3% POWER OUTPUT GUARANTEE As a leading global manufacturer of next generation photovoltaic products, we believe close cooperation with our partners is critical to success. With local presence around the globe, Trina is able to provide exceptional service to each customer in each market and supplement our innovative, reliable products with the backing of Trina as a strong, bankable partner. We are committed to building strategic. mutually beneficial collaboration with installers, developers. distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solar Limited www.trinasolor.com Trinimsolar Smart Energy Together Our most versitile product • Compatible with all major BOS components and system designs One of the industry's most trusted modules • Over 2 GW sold across all major global markets · Field proven performance Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HF, and many more) • In-house testing goes well beyong certification requirements Certified to withstand challenging environmental conditions 130 km/hr wind load (2400 Pa) 900 kg snow load per module {5400 Pa) LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty · 25 Year Linear Power Warranty @100% Additional value from Trina Solar's linear warranty1$ 90% C 0 : 0 80% Years 5 10 15 20 25 Industry standard Trina Solar 1« ? I-V CURVES OF PV MODULE TSM-245 PA05.18 10.. 9.co ,Copw /mi 8.00 h 800W/rn'-7.00 =6.00 60)W/fl¥6f 5.. 8 4.°° 10OW/m'3.00 - \ \\ 2.0 200W/m' \\\\ 1.00 -\\\\ 0.. \ \\\\ 0.10.00 20.CO 30 m 40.00 Voltage(v) CERTIFICATION S Lt C\yUs PV CYCLE USTED &/ Trinasolar Smart Energy Together MECHANICAL DATA Solarcells Multicrystalline 156 x 156 mm (6 inches) Cell orientation 60 cells (6 x 101 Module dimensions 1650 * 992 x 40 mm (64.95 * 39.05 x 1.57 inches) rreigN 18.6 kg (41.01bs) Glass High transparency solar gloss 3.2 mm (0.13 inches) - ' [ Backsheet While Frame Black Anodized Aluminium Alloy with Trinamount Groove LI-Box IP 65 or IP 67 rated Cables Pholovolloic Technology cable 4.0 mm' (0.006 inches'), 1100 mm (43.3 inches) Connector Original MC4 TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell 1 45°C (12°C) Operational Temptreture-Ntor-82°CTemperature (NOCT)- . - . - - . - .. - 1 . - . ' Maximum System 1000V DCCIEC}/ Temperature Coefficient of PM,x - 0.43%/°C j Voltage 600V DC{UU Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A Temperature Coefficient of Isc 0.047%/°C i WARRANTY 10 year Product Workmanship Warranty 25 year Linear Power Warranty (Please refer to product warranty for details) > 2 C'n 2 0,PACKAGING CONFIGURATION Modules per box: 24 pieces J .. 1Modules per 40' container: 672 pieces CAUTtON: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. © 2013 Trina Solar Limited. All rights reserved. Specifications included in this datasheel ore subjecl to change without notice. OOMP4749fay COMP,S 0Isl , 10- /0 - /3 I Ill A (ltri/L 1 0 1 7 95 92- ...