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BSOL2015-0162VOICE (760) 777-7125 78-495 CALLE TAMPICO O�i � D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/15/2015 Application Number: BSOL2015-0162 Owner: Property Address: 43695 CALLE ESPADA MOFIDI DEAN APN: 609580002 43695 CALLE ESPADA z Application Description: 8.21kW PV SYSTEM - (31) 265W PANELS/(2) INVERTER LA QUINTA, CA 92253 Property Zoning: Q o Application Valuation: $18,156.00 0 o N z � z Applicant: Contractor: P" go SOLARCITY CORPORATION SOLARCITY CORPORATION L 3055 CLEARVIEW WAYLLJ 3055 CLEARVIEW WAY cn v ATTN ZOE STEELE ATTN ZOE STEELE SAN MATEO, CA 94402 SAN MATEO, CA 94402 �� o (650)963-4722 Llc. No.: 888104 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 f the Business and Professions Code, and my License is in full force and effecJ� License Class: C48, B, C10, A, C20 Lic o.: 8 Date:" I C I 1 �� Contra I i-� r v V OWNER -BUILDER DECLARA�IgN I hereby affirm under penalty of perjury that I am exemp rom the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' com aton, as provided for by Section 3700 of the Labor Code, for the performance rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by ,Ark' 00 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I shotLbor ome subject to the workers' compensation provisions of Section 37 0 f thCode, I shall forthwith comp)Mm rovi ions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATIO OVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTI AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and s `" laws relating to building construction, nd hereby authorize representatives i ity o,ent r upon the above - men ' d pr erty for inspection purposes.35— L — , Dat_: Signature (Applicant or AMntI DESCRIPTION FINANCIAL INFORMATION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION -ACCOUNT CITY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $48.34 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:• •• Permit Details PERMIT NUMBER T J 65012015-0162 = City of La Quints Description: 8.21kW PV SYSTEM - (31) 265W PANELS/(2) INVERTER 3 'R. Type: SOLAR Subtype: Status: APPROVED Applied: 8/31/2015 PJU Approved: 9/10/2015 LUR Parcel No: 609580002 Site Address: 43695 CALLE ESPADALA QUINTA,CA 92253 Subdivision: TR 29323-1 Block: Lot: 80 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $18,156.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CHRONOLOGY TYPE Details: 8.21kW SOLAR ARRAY - (31) 265W KYOCERA PANELS W/ (2) PVI-3.0-OUTD-S-US-Z-A-AFCI INVERTER [465SF] 2013 CALIFORNIA ELECTRICAL CODE. E-MAIL LUIS URIBE 1 Applied to Approved 1 } � 3tE 3 'R. f ' Y { � � • 1 `(; ! "Y '�P E' '. _ �P i .h. �.:. r � � n ( i $" l 0 f ..=�' CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL LUIS URIBE 9/10/2015 9/10/2015 SENT ELENA AN EMAIL, PERMIT IS READY TO BE ISSUED. PLAN CHECK SUBMITTAL PHILIP JUAREZ 8/31/2015 8/31/2015 RECEIVED ,1. � 4:� � s- J,�.. �} • � • ::'+`�'i i eNy�. _ .efig.: HEIM NAME TYPE NAME ADDRESS1 CITY STATE ZIPPHONE FAX EMAIL APPLICANT SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO CA 94402 CONTRACTOR SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO CA 94402 OWNER MOFIDI DEAN 43695 CALLE ESPADA LA QUINTA CA 92253 FINANCIA_MMNFORMATION i90 R - Printed: Tuesday, September 15, 2015 2:33:02 PM 1 of 2 Op1.lV SYSTEMS " Permit Details PERMIT NUMBER City of La Quinta BSOL2015-0152 f .:, 1 ,.. ,- 1 ,44 � Y, 1. •. '..b' SEQID w INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE SOLAR FINAL" BLD -11"ROSf 'mss PARENT P JECTS x; „u .;aka ONCE 4 .R4 Printed: Tuesday, September 15, 2015 2:33:02 PM 2 of 2 COj_IL/ srsrEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS 581473 FEE 1 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC Total Paid for ELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 f .:, 1 ,.. ,- 1 ,44 � Y, 1. •. '..b' SEQID w INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE SOLAR FINAL" BLD -11"ROSf 'mss PARENT P JECTS x; „u .;aka ONCE 4 .R4 Printed: Tuesday, September 15, 2015 2:33:02 PM 2 of 2 COj_IL/ srsrEMS Bina City Of uInta La Q RU1*g 8T SO* Division P.O. Box 1504,-78-49S Calle Tampico Permit # La.Quinta, CA 92253 -:(760) 777-7012 Building Permit -Application and Tracking Sheet Project Address: 62� Owner's Name:. A- P. Number. Addy: Legal Description: city, sT, zip: La Quin'ta, CA Contractor. SOW City - Telephone: Project Description: roof mounted7solar 7panels Address: 3055 Clearview Way. city, sT, zip: San Mateo,- CA, 94402 inverter(s) Telephone:650-638-1028 "City State Lia #: 888104 Arch, 13W., Designer Lie'. 9, I Lip= Address: City, ST, Zip: Telephone: State Lia #: Name of Contact Person: Elena Loya Construction Type- occupan,w- Project type (circle one): New Add'n. Alter Repair Demo Sq. Ft: # Storiis-. if units: Telephone# of contact Person: (442)256-1134 Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal ReWd Reeld TRACKING PERMIT FM ]Man Sets Plan Check submitted Item Amount Structural calm Revlew4 ready for corrections; Plan Check Deposit. Truss Calm Called Contact Person Plan Check Balance. Tide 24 Calm Plans picked up Construction Flood plain plan Plans resubmifted.*. Meclwfilcal Grading plan V Review, ready for corrections/issue Electrical Subcoutactor Ll st Called Contact Person Plumbing. Grant Deed Plans picked up S.M.I. LLOAL Approval Plans resubmitted Grading IN HOUSE:- Review; ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees �;- Solar'Cit y July 8, 2015 Project/Job # 9223880 RE: Project: To Whom It May Concern, COVER LETTER Mofidi Residence 43695 Calle Espada La Quinta, CA 92253 Version #46.4 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2013 CBC, ASCE 7-10, and 2005 NDS - Risk Category = II IVED - Wind Speed = 90 mph, Exposure Category C - Ground/Roof Snow Load = 0 psf RECE""' - MP1: Roof DL = 14 psf, Roof LL = 20 psf - MP2: Roof DL = 14 psf, Roof LL = 20 psf - MP3: Roof DL = 14 psf, Roof LL AUG 3 12015 FUILDING F W QVINTAi OF LA UINTA & SAFETY DSM LAITY DEVELOPMENT RpVEp NSTRUCTION On the above referenced project, thedim cted by the installation of the PV assembly have been reviewed. After this review it has been determined that the exis is -adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. The structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2013 CBC. Please contact me with any questions or concerns regarding this project. Paymon Eskandanian, P.E. Professional Engineer T: 714.274.7823 email: peskandanian@solarcity.com Digitally Signed by Paymon Eskandanian 2015.07.08 11:53:08 -07'00' 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 -solarcity.com Az FOC 243771, CA CSLB 888104, CO EC 8041, GT HIC 0632778, DC HIC 71101488. DC HIS? t101468, HI CT -29770, MA HIC 108572, MD MHIC 128948, NJ 1SVH06160800, OR CCD 180498. PA 077343. TX TDLR 27006, WA GCU SOLARC'91907. 0 2013 Sol4rCily. All righ14 meamed. 07.08.2015 PV System Structural Version #46.4 o �I Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Mofidi Residence AHJ: La Quinta Job Number: 9223880 Building Code: 2013 CBC Customer Name: Mofidi, Dean Based On: 2012 IBC/IRC Address: 43695 Calle Espada ASCE Code: ASCE 7-10 City/State: La Quinta, CA Risk Category: II Zip Code 92253 Upgrades Req'd? No Latitude / Longitude: 33.730000 -116.270000 Stamp Req'd? Yes SC Office: I Thousand Palms PV Designer: Yonah Sorin Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Seismic Considerations 3 Structure Analysis (Loading Summary and Member Check) 4 Hardware Design (PV System Assembly) 5 43695 Calle Espada, La Quinta, CA 92253 Latitude: 33.73, Longitude: -116.27, Exposure Category: C SEISMIC CONSIDERATIONS Seismic sign Criteria; er.USGS Seismic Design Code Area ASCE 7-10 IBC Sect. 3404.4 Latitude 33.7300 3 psf 1 1,647 lbs Longitude Total Weight of PV System -116.2700 1 1 1,647 lbs SRA at Short Period_ _ SS _ 1.515 _ _ USGS SRA at is Period S, 0.600 USGS Soil Site.Class 749 sf 8.5 psf 6,368 lbs D IBC.1613.5.2 Seismic Desi n Cate o SDC D USGS Seismic Check Required (Ss >_ 0.4a & SDC >D? yes IBC 1613.1 ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed l PM, Sum Area of MPs with PV Area Dead Load°f.. Weig ht IBC Sect. 3404.4 PV System Weight 1 549 sf 3 psf 1 1,647 lbs Roof Total Weight of PV System W(PV) 1 1 1,647 lbs Ceiling Weight of Roof on'ExistingBuilding Sum Area of MPs with PV W�PV�� W(exist)Increase 2192 sf IBC Sect. 3404.4 Portion of Roof Weight Area Dead Load Wei ht Roof 2 192 sf 14.0 psf 30,690 lbs Ceiling 2,192 sf 5.0 Dsf 10,961 lbs Interior Walls (Top Half) Exterior Wallso Ha 749 sf 5.0 psf 3,746 lbs 749 sf 8.5 psf 6,368 lbs Net Weight of Roof Under PV W(exist) 51,763 lbs Check% Increase of Roof Weight /.Seismic Shear Load <<� - ' .M % Increase of DCR of Lateral3.2% Force Resistingstem W�PV�� W(exist)Increase Seismic Shear Load < 100/6 -> [OKI IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + Lr 1.25 1.00 1 0.96 1 1 1.15 Member Properties Summary mary MP1 Roof Pitch Horizontal Member Spans Overhang 2.66 ft Rafter Pro erties Actual W 1.50" Roof System Properties PV Areas San 1 5.15 ft Actual D 3.50" Number of Spans (w/o Overhang) 3 San 2 2.71 ft Nominal Yes Roofing. Material Flat Tile Roof San 3 2.69 ft A 5.25 in.^2 Re -Roof No San 4 0.01 in. 5143 S. 3.06 in.^3 Plywood Sheathing Yes San 5 11 5.36 in.^4 Board Sheathing None Total Span 13.21 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species MSR Ceilina Finish 1/2" Gypsum Board PV 1 End 10.17 ft Wood Grade Rafter Sloe 180 PV 2 Start Fb 1650 psi Rafter Spacing 24" O.C. PV 2 End F. 160 psi Top Lat Bracing Full PV 3 Start E 1500000 psi Bot Lat Bracing At Supports PV 3 End Em;n 766000 psi Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + Lr 1.25 1.00 1 0.96 1 1 1.15 Member Loading mary Maximum Roof Pitch 4/12 Initial Pitch Ad'ust Non -PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV Dead Load PV -DL 9.0 psf x 1.05 11.7 ft. 9.5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf 2.7 ft. Live/Snow Load LL SL1,2 D + Lr Total Load Deflection 0.01 in. 5143 Total Load(Governing LC TL 0.02 34.7 psf 24.2 psf Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + Lr 1.25 1.00 1 0.96 1 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 78 si 2.7 ft. 200 psi 0.39 D + Lr Bending + Stress 167 psi 11.7 ft. 2372 psi 0.07 D Bending - Stress -863 psi 2.7 ft. -2284 psi 0.38 D + Lr Total Load Deflection 0.01 in. 5143 3.5 ft. 0.54 in. 120 0.02 D (CALCULATION OF DESIGN=UVIND LOADS = MIP1 Mounting Plane Information Roofing Material KZ Flat Tile Roof Table 30.3-1 PV System Type Wind Pressure U „ SolarCity SleekM_ ountTm _Section 26.8 Section 26.6-1 Spanning Vents V No Fig. 26.51A Standoff Attachment Hardware S Ti e Section 26.7_ Roof Slope Equation 30.3-1 180 Fig. 30.4-2A/B/C-5A/B Rafter pacing h 24" O.C. _ Section 26.2 Framing Type Direction Y -Y Rafters T -allow Purlin.Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Tile _ IStanding Searnfrrap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind -De -sign. Method Wind Pressure U „ Partially/Fully Enclosed. Method _Section 26.8 Section 26.6-1 Basic Wind Speed V 90 mph Fig. 26.51A Exposure Category C_ Section 26.7_ Roof Style Equation 30.3-1 Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic. Factor Wind Pressure U „ 1.00 _ _ 0.85 _Section 26.8 Section 26.6-1 Wind Directionality Factor Kd Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 15.0 psf Equation 30.3-1 Wind PrneeurP Ext. Pressure Coefficient U GC u -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G w 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (G ) Equation 30.4-1 Wind Pressure U „ -16.0 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable, Cantilever Landscape_ 24" NA Standoff Configuration Landscape Not -Staggered Max Standoff Tributary _Area Trib 19 sf PV Assembly Dead Load W -PV _ 3.0 psf Net Wind Uplift a_t_Standoff T -actual _ _ _ -154 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand/Capacity DCR 34.5% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable.Cantilever Portrait 19" NA Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -172 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand Ca aci DCR 38.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.91 Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + Lr 1.25 1.00 1 0.92 1 1 1.15 Member Properties Summary mary MP2 Roof Pitch Horizontal Member Spans Overhang 2.66 ft Rafter Pro erties Actual W 1.50" Roof System Properties PV Areas San 1 7.55 ft Actual D 3.50" Number of Spans (w/o Overhang) 2 San 2 7.03 ft Nominal Yes Roofing Material Flat Tile Roof San 3 20.0 psf A 5.25 in A2 Re -Roof No San 4 0.23 in. 384 Sx 3.06 in A3 Plywood Sheathing Yes San 5 I 5.36 in.^4 Board Sheathing None Total Span 17.24 ft TL Deffn Limit 120 Vaulted Ceiling No PV 1 Start 7.58 ft Wood Species MSR Cellina Finish 1/2" Gypsum Board PV 1 End 12.83 ft Wood Grade Rafter Sloe 180 PV 2 Start Fb 1650 psi Rafter Spacing 24" O.C. PV 2 End F„ 160 psi Top Lat Bracing Full PV 3 Start E 1500000 psi Bot Lat Bracing At Supports PV 3 End Emin 766000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.91 Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + Lr 1.25 1.00 1 0.92 1 1 1.15 Member Loading mary Maximum Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV Dead Load PV -DL 9.0 psf x 1.05 14.2 ft. 9.5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf 10.2 ft. Live/Snow Load LL/SL 1,2 D + Lr Total Load Deflection 0.23 in. 384 Total Load(Governing LC I TL 1 0.29 1 34.7 psf 1 24.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.91 Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + Lr 1.25 1.00 1 0.92 1 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 112 psi 2.7 ft. 200 psi 0.56 D + Lr Bending + Stress 963 psi 14.2 ft. 2372 psi 0.41 D + Lr Bending - Stress -1350 psi 10.2 ft. -2191 psi 0.62 D + Lr Total Load Deflection 0.23 in. 384 13.9 ft. 0.79 in. I L1120 0.29 D + Lr (CALCULATIONCO F6 -F -916 I-CWIND LOADS = R" Mounting Plane Information Roofing Material KZ Flat Tile Roof Table 30.3-1 PV System Type Krt� SolarCity_SleekMount"" _Section 26.8 Section 26.6-1 Spanning Vents V No Fig. 26.5-1A Standoff Attachment Hardware _ SM Tile Section 26.7 Roof Slope Equation 30.3-1 180 Fig. 30.4-2A/B/C-5A/B Rafter_Spacing h 24"O.C. I Section 26.2 Framing Type Direction _ Y -Y Rafters 446 lbs Purlin Spacing _X -X Purlins Only NA 34.5% Tile Reveal Tile Roofs Only 13" Tile Attachment System _Tile.Roofs Only SM Tile Standing SearnfTrap Spacing SM Seam On NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind. Design. Method _ Krt� Partially/Fully Enclosed Method _Section 26.8 Section 26.6-1 Basic Wind Speed V 90 mph Fig. 26.5-1A Exp . osureCategory _ C_ Section 26.7 Roof Style Equation 30.3-1 Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height, h 15 ft I Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 To pographic.Factor Krt� 1.00 0.85 _Section 26.8 Section 26.6-1 Wind Directionality Factor Kd Y—mportance Factor I NA _ Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 15.0 Psf Equation 30.3-1 Ext. Pressure Coefficient U GC -0.88 Rg. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G w 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure U „ -16.0 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable.CantileverLandscape Portrait 24" NA Standoff Configuration Landscape Not -Staggered _ Max Standoff Tributary_. Area Trib 19 sf _ PV Assembly Dead Load W -PV 3.0 psf NetWind Uplift at Standoff Uplift Capacity of Standoff — _T -actual -154 lbs _ T -allow 446 lbs 446 lbs Standoff Demand Ca ad DCR 34.5% 38.6% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable, Cantilever Portrait Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -172 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand/Capacity DCR 38.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3_ Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing toad Comb CD CL (+) CIL(-) CF Cr D 0.9 1.00 1 0.94 1 1 1.15 Member Properties Summary mary MP3 Roof Pitch Horizontal Member Spans Overhang 2.66 ft Rafter Pro erties Actual W 1.50" Roof System Properties PV Areas San 1 6.58 ft Actual D 3.50" Number of S ans, w o Overhang) 2 San 2 9.30 ft Nominal Yes Roofina Material Flat Tile Roof San 3 20.0 psf A 5.25 in.^2 Re -Roof No San 4 0.53 in. 222 S. 3.06 in.^3 Plywood Sheathing Yes San S I 5.36 in A4 Board Sheathing None Total Span 18.54 ft TL DON Limit 120 Vaulted Ceiling No PV 1 Start 2.58 ft Wood Species MSR Ceilina Finish 1/2" Gypsum Board PV 1 End 15.17 ft Wood Grade Rafter Sloe 180 PV 2 Start Fb 1650 psi Rafter Spacing 24" O.C. PV 2 End F. 160 psi Top Lat Bracing Full PV 3 Start E 1500000 psi Bot Lat Bracing At Supports PV 3 End Emin 766000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing toad Comb CD CL (+) CIL(-) CF Cr D 0.9 1.00 1 0.94 1 1 1.15 Member Loading mary Maximum Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV Dead Load PV -DL 9.0 psf x 1.05 14.1 ft. 9.5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf 9.2 ft. Live/Snow Load LL/SL 1,2 D Total Load Deflection 0.53 in. 222 Total Load(Governing LC I TL 0.54 14.7 psf 1 24.2 Dsf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing toad Comb CD CL (+) CIL(-) CF Cr D 0.9 1.00 1 0.94 1 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 57 si 2.7 ft. 144 psi 0.40 D + Lr Bending + Stress 1151 i 14.1 ft. 1708 psi 0.67 D + Lr Bending - Stress -1420 psi 9.2 ft. -1603 psi 0.89 D Total Load Deflection 0.53 in. 222 13.9 ft. 0.98 in. 120 0.54 D + Lr CALCULATION OF DESIGN_WIND=LOADS = MP3 Mounting Plane Information Roofing Material KZ Flat Tile Roof Table 30.3-1 PV System Type _ _Kn SURCity_SleekMounrm Section 26.8 Section 26.6-1 Spanning Vents V Yes Fig. 26.51A Standoff Attachment Hardware Velocity Pressure SM Tile Section 26.7 Roof Slope 180 Fig. 30.4-2A/B/C-5A/B Rafter Spacing h 24" O.C. Section 26.2 Framin Type Direction Y -Y Rafters _ 446 lbs Purlin Spacing _X-X.Purlins Only NA 34.5% Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only �SM SM Tile Standing Seam[Trap Spacing Seam On NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind. Design. Method _ _Kn P5—rt—all/Cully Enclosed. Method Section 26.8 Section 26.6-1 Basic Wind Speed V 90 mph Fig. 26.51A Exposure. Category Velocity Pressure C Section 26.7 Roof Style Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic. Factor Wind Directionality Factor _ _Kn 1.00 _ _ 0.85 Section 26.8 Section 26.6-1 Kd Im ortance Factor I NA Not -Staggered Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 15.0 PsIf Equation 30.3-1 ALLOWABLE STANDOFF SPACINGS Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2NB/C-5A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure U „ -16.0 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39° Max Allowable Cantilever _Landscape_ 24" NA Standoff Configuration Landscape Not -Staggered Max Standoff Tributary_Area Trib 19_sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff Uplift Capacity of Standoff Tactual` _ _ -154 lbs T -allow _ 446 lbs 446 lbs Standoff Demand/Capacity DCR 34.5% 38.6% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait_ 48" 65" Max Allowable _Cantilever Portrait_ _ _ ---1911 —' NA Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff Tactual -172 lbs Uplift Capacity of. Standoff T -allow 446 lbs Standoff Demand/Capacity DCR 38.6% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTER11ED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN — C E IVE D EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. I� (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING ALL CONSTRUCTION SHAI)L COMPLY WITH 2013 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. PLUMBING, ENERGY, AND;GREEN BUILDING CODES r AND THE LA QUINTA MUIIIICIPAL CODE. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHOTOVOLTAIC SYSTEMS .CONDUCTORS SHALL BE O HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. IDENTIFIED AND GROUPE . THE MEANS OF I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL IDENTIFICATION SHALL B� PERMITTED BY SEPARATE / Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). COLOR CODING, MARKING't TAPE, TAGGING, OR Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER OTHER APPROVED MEAN . THE MEANS OF �J kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR rBU�ILDING - GROUPING SHALL BE WIR TIES OR SIMILAR MEANS OF LA �• kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC AT LEAST ONCE, AND T .N AT INTERVALS NOT TO QUINTA LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). EXCEED SIX (6) FEET. ( C 690.4(B)) & SAFETY DEPT, MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN PPROVED (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY PHOTOVOLTAIC EQUIPME AND SYSTEMS AND ALL NEUT NEUTRAL UL LISTING. ASSOCIATED WIRING AND INTERCONNECTIONS SHALL FOR CONSTRUCTION NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE BE INSTALLED ONLY BY INTERCONNECTIONS PERSONS. qP r OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE (CEC 690.4(E)) t DATE ( BY PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING �- POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. , S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT ' W WATTPV1 COVER SHEET 3R NEMA 3R, RAINTIGHT r `. � • �, ��, e, i1 "- PV2 SITE PLAN " PV3 STRUCTURAL VIEWS " - PV4 UPLIFT CALCULATIONS / LICENSE GENERAL NOTES y o PV5 THREE LINE DIAGRAM s- PV6 Signle Line Diagram 1. ALL WORK SHALL COMPLY WITH THE 2009 IBC PV7 ELECTRICAL CALCULATIONS - X CA # 888104 C-10 AND 2009 IRC. _ .. Cutsheets Attached � � '� .. k , 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ' THE 2008 NATIONAL ELECTRIC CODE. r r 1 MODULE GROUNDING METHOD:" ZEP SOLAR AHJ: La Quinta REV BY DATE COMMENTS ,,. REV A NAME DATE COMMENTS UTILITY: Imperial Irrigation District DESIGN CONFIDENTIAL —THE INFORMATION HEREIN JOB NUMBER: PREMISE Own DESCRIPTION: J B-9223880 00 CONTAINED SHALL NOT USED FOR THE MOFIDI, DEAN MOFIDI RESIDENCE Yonah Sorin I; BENEFIT OF ANYONE EXCEPT PT SOLARgTY INC., MOUNTING SYSTDI: 0.,c NOR ALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile FTile 43695 CALLE ESPADA 8.215 KW PV ARRAY ;SOlarClt� , ,e;.,;,r PART TO OTHERS THE RECIPIENTS ORGANIZATION, EXCEPT IDN CONNECTION WITH MODULES: LA QUINTA, CA 92253 TMK OWNER: $ THE SALE AND USE OF THE RESPECTIVE (31) KYOCERA # KU2656ZPA * * , qEO��„ Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: TMK: APN. PAGE NAME: SHEET: REVDAIS Son T.-(650) 638-1028, CA 94402 F: (650) 638-1029 PERMISSION OF SOLARgTY INC Multiple Inverters COVER SHEET PV 1 0 8/26/2015 (Bee)-SOL-aTY (765-2489) ., eolarcIty.o, CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CON DATE BY TRANSFORMER INFORMATION: KVA PHASE HIGH KV LOW 120/240V -METER# 93 015 729 "PROPOSED BI-DIRECTIONAL METER#— CUTLER HAMMER # DG222URB - AC DISCONNECT: 10 FT FROM MAIN PANEL - INVERTER: ABB PVI-3.6-OUTD-S- + PVI-3.0-OUTD-S-US-Z-A 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 RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. S -Z -A Front Of House JOB NUMBER: JB -9223880 00 MOUNTING SYSTEM: ZEP ZS Tile FTile MODULES:- (31) ODULES:(31) KYOCERA # KU2656ZPA INVERTER Multiple Inverters �i 1� F 11 o U_ .M+' M �I PREMISE OWNER: MOFIDI, DEAN 43695 CALLE ESPADA LA QUINTA, CA 92253 \ (D ' AC Inv Inv Digitally Signed by Paymon ed Ga Eskandanian 2015.08.27 14:39:36 -07'00' 200A, 240V, SINGLE PHASE, 2 WIRES, 22kAiC EXISTING BI DIRECTIONAL METER493 015 729 ( (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS FAC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r, -_; 1 INTERIOR EQUIPMENT IS DASHED l"= _j SITE PLAN N Scale: 3/32" = 1' WE 01' 10' 21' + I S DESIGN: Yonah Sorin .19;5olarCit` , 3055 Clearvlew Way SHEET: REV: DATE Son Mateo, CA 94402 PV 2 a 8/26/2015 T:(650) 638-1026 F:(650) 638-1029 (888 T) (765-2489) www.solarcity.com PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 274 ARRAY AZIMUTH: 274 MATERIAL: Flat Cement Tile STORY: 1 Si PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 184 ARRAY AZIMUTH: 184 MATERIAL: Flat Cement Tile STORY: 1 Si PITCH: 18 ARRAY PITCH: 18 MP3 AZIMUTH: 94 ARRAY AZIMUTH: 94 MATERIAL: Flat Cement Tile STORY: 1 Si I Er"EMIM MOFIDI RESIDENCE 8.215 KW PV ARRAY PAGE NAME SITE PLAN CA SIDE VIEW OF MPI NTS (E) 2x4 MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" . 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 274 PITCH 18 STORIES: 1 ARRAY AZI 274 PITCH 18 Flat Cement Tile C> L SIDE VIEW OF MP3 NTS C MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 94 PITCH 18 STORIES: 1 ARRAY AZI 94 PITCH 18 Flat Cement Tile 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 RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMSER: JB -9223880 MOUNTING SYSTEM: ZEP ZS Tile FTile (31) KYOCERA # KU2656ZPA INVERTER: Multiple Inverters (E) 2x4 OB SIDE VIEW OF MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 2411 PORTRAIT 48" 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 184 PITCH 18 ARRAY AZI 184 PITCH 18 STORIES: 1 Flat Cement Tile (E) 2x4 " DIA THREADED STUD & NUT ZEP LEVELING FOOT ZEP TOP ARM ZEP ANTI—ROTATION PLATE M10 BOLTS MOUNTING BASE (E) TILE (E) ROOF DECKING (E) RAFTER " DIA STAINLESS STEEL LAG BOLT (2—j" EMBED, MIN) 00 PREMISE OMNER: MCFIDI, DEAN 43695 CALLE ESPADA LA QUINTA, CA 92253 i #_5TAN� MCIFIDI RESIDENCE 8.215 KW PV ARRAY PAGE NAME.- STRUCTURAL AMESTRUCTURAL VIEWS Yonah Sorin INSTALLATION ORDER REMOVE TILE, LOCATE & MARK (1) RAFTER LOCATION.PLACE STANDOFF BASE & DRILL PILOT HOLES. 2) CLEAN PAPER AROUND PILOT HOLE. SEAL PILOT HOLES AND BOTTOM OF ((3) STANDOFF WITH POLYURETHANE SEALANT. 4) LAG STANDOFF BASE INTO RAFTER. 45) PLACE FLASHING AND ATTACH SEALING SPACER WITH SINGLE BOLT. (PLACE ZEP BAR. THEN INSTALL (6) LEVELING FOOT WITH BOLT & WASHER. SHEET: REV. DATE PV 3 0 8/26/2015 °;;;SolarGty 4h , . 4. e 3055 Clearvlew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solardtycom E i VENT SPANNING DETAIL NTS SOLAR PANEL RMA SOLAR MODULE MOUNTING HARDWARE (SEE STANDOFF DETAIL) ROOFING MATERIAL PLYWOOD (E) RAFTER SPANNING PHOTOVOLTAIC MODULES OVER VENTS 2" MAX 2" MIN CLEAR SPAN DIAMETER _-4,TO UNDERSIDE OF MODULE MINIMUM VENT HEIGHT IS 6" ABOVE THE SURFACE OF THE ROOF PER 2007 CPC SECTION 906.1. 6" MIN. VENT HEIGHT FROM TOP OF ROOFING MATERIAL VENT PIPE 2013 CPC 310.5 STATES 'NO FITTING, FIXTURE, AND PIPING CONNECTION, APPLIANCE, DEVICE, OR METHOD OF. INSTALLATION THAT OBSTRUCTS OR RETARDS THE FLOW OF WATER, WASTES, SEWAGE, OR AIR IN THE DRAINAGE OR VENTING SYSTEMS IN AN AMOUNT EXCEEDING THE NORMAL FRICTIONAL RESISTANCE TO FLOW, SHALL BE USED UNLESS IT IS INDICATED AS ACCEPTABLE IN THIS CODE OR IS APPROVED IN ACCORDANCE WITH SECTION 301.1 OF THIS CODE." FROM THIS SECTION, IT IS CLEAR THAT MOUNTING SOLAR MODULES OVER A VENT IN A MANNER THAT WILL NOT HAVE A GREATER FRICTIONAL RESISTANCE TO AIR FLOW WOULD BE ACCEPTABLE. EQUATIONS: THE FRICTIONAL RESISTANCE TO FLOW IS DIRECTLY PROPORTIONAL TO THE AREA THAT THE AIR CAN FLOW THROUGH. IN THE VENT, THAT IS THE CROSS—SECTIONAL AREA OF THE VENT PIPE: Avent = 7T*R' WHEN THE AIR EXITS THE VENT, THE AREA IT HAS TO FLOW THROUGH IS THE CIRCUMFERENCE OF THE VENT TIMES THE VERTICAL DISTANCE BETWEEM THE VENT AND THE MODULE ABOVE (IN THIS CASE, WE ARE LEAVING THE DIAMETER BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE PANEL). THIS METHODOLOGY ASSUMES THE WORST CASE SCENARIO OF MOUNTING THE MODULES HORIZONTALLY OVER THE VENT. IN ACTUALITY, THE MODULES WILL BE TILTED WHICH WILL OFFER MORE AREA FOR AIR TO FLOW THROUGH. Agap = C*CLEARANCE = (7t*D)*D = (7T*2*R)*(2*R) = 4*71*R2 4*7T*R2 > TT*R2 FROM THE EQUATIONS ABOVE, IT IS EVIDENT THAT MOUNTING THE MODULES IN THIS MANNER ALLOWS FOUR TIMES THE AMOUNT OF AIR FLOW ABOVE THE VENT THAN IN THE VENT ITSELF. VENT HEIGHT WILL BE A MINIMUM OF 6 INCHES ABOVE THE ROOF, OR THE MINIMUM VALUE ALLOWED BY LOCAL BUILDING CODE. MINIMUM CLEARANCE BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE SOLAR MODULE GLASS SHALL BE AT LEAST THE DIAMETER OF THE VENT. IN THE DIRECTION OF THE SLOPE OF THE ROOF, THERE SHALL BE A GAP OF AT LEAST 1/2 INCH BETWEEN MODULES. THE ROOF SLOPE MUST HAVE A MINIMUM INCLINATION OF 10' OR THE PANELS MUST - BE SLOPED AT A MINIMUM INCLINATION OF 10'. UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. 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 RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARgTY INC. JOB NUMBER: J B-9223880 00 PREMISE OWNER: DESOMPlIft MOFIDI, DEAN MOFIDI RESIDENCE 43695 CALLE ESPADA 8.215 KW PV ARRAY LA QUINTA , CA 92253~ PAGE NAME UPLIFT CALCULATIONS DESIGN: Yonah Sorin 4Q i ,�� So arC ty ��� • MOUNTING SYSTEAk ZEP ZS Tile FTile MODULES: (31) KYOCERA # KU2656ZPA 3055 aeaniew Way T: (650) Son Mateo, CA 94402 ) 636-1029 (666) -SOL -Cm (765-2489) www.sdarcity.com SHEET: REV. DATE PV 4 a 8/26/2015 INVERTER: Multiple Inverters GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE OND (N) #8 GEC TO (E) UFER AT PANEL Panel Number: IBHSR-148970 Inv 1: DC Ungrounded INV 1 -(1)ABBy PVI -3.0 -WTD -S -US -Z -A A OF -(31)KYOCERA # KU2656ZPA CA # 888104 WITH IRREVERSIBLE CRIMP Meter Number: 93 015 729 Inv 2: DC Ungrounded FCI inverter, Zigbee 30DOW, 24OV, PV Module; 265W, 238.1W PTC, 40MM, Blk Frm, H4, ZEP,, 1000V, Blk Cell, io Backbar C-10 Underground Service Entrance INV 2 -(1)ABB; PVI -3.6 -WTD -S -US -Z -A WEL: B FCI Inverter, Zigbee 3600% 24OV, 9 Voc: 38,3 Vpmax: 31 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 20OA/2P MAIN CIRCUIT BREAKER A MAIN SERVICE PANEL E 200 ADJUST MIN. ACTIVATION VOLTAGES! CUTLER -HAMMER BRYANT (N) 125A Load Center Inverter 1 IND 1Vstart = 120V 20OA/2P Disconnect 7 5 ABB - OC. - PVI-3.0-OUTD-S-US-Z-A DG MP 2: 1x7 (E) LOADS A B 20A/2PEGC L1 -------------- _ _ _ _ _ _ • • I L2 Dc. I . 40A/2P GND N DG I EGGDC« - 2 DC+ VStart = 120V _ _ _ _ A - -, r ---------------r--------- - GEC ---TN DG - - G MP 1: 1x6 I B I I Z I GND -- EGC---------- -- ----- -- - - - ----j ---------- - --------------- �- ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4* EMT N Inverter 2 IND EGC/GEC - o--- --- Z I 6 ABB PVI-3.6-OUTD-S-US-Z-A 3 DC+ /Start - 120V DG - MP 3� 1x9_ G_EC 20A/2P i r-------------- zaov-------- - _ - - ------------ Ecc -----� - --- L2 OC+ I TO 120/240V SINGLE PHASE I UTILITY SERVICE I L _ ---------------------------- N DG I EGG -GEC ---- DG 4 vstart = 120V DG MP 3: 1x9 I � GND -- Ems--- ----- ------- ------ IIN ///-----���---"'��� --- -- ----- ------ ------------------� I ti)'ConduitKit; 3/4• EMT PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE �' c PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING, OR OTHER APPROVED MEANS. THE MEANS OF OF LA BUILDING & QUIN�EP7/� GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX (6) ��® E Y D EPT /A� `, FEET. V D Folli OR CONSTRUCT PHOTOVOLTAIC EQUIPMENT AND SYSTEMS AND ALL -ION ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE Voc* =MAX VOC AT MIN TEMP INSTALLED ONLY BY QUALIFIED PERSONS DATE POIOj�-((1)CUTLER-HAMM BR240 PV BACKFEED BREAKER Breaker, 40A72P, 2 Spaces Q (1)CUTLER-HAMMER $ DG222URB Disconnect; 60A,Q24OVac, Non -Fusible, NEMA 3R AC DC - (1)OU1LER-HAMM # BQC 302115 - MCU- AMMER K DG100NB Ground%Neutral it 60-100A General Duty (DG) Breaker, 15A IP-3OAFP-15A/1P, 2 Spaces, Quadplex Rod; 5/8• x 8, Copper (I)BRYAN �er5R2-(1)Ground oaCentr, 12A,0/24OV, NEMA 31? - (2) BrTeaker. 2OA/22P, 2 Sp2aces 1 AWG #B, THWN-2, Black O (1)AWG 18, THWN-2, Red O 1 AWG #10, THWN-2, Black 9 (1)AWG g10, THWN-2, Red 2 AWG #10, PV Wire, 60OV, Block VOc* = 301.88 VDC Isc = 9.26 ADC O (1)AWG #10, Solid Bare Copper EGC Vmp = 217 VDC Imp= 8.55 ADC (1)AWG /8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=30.5 AAC �I(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC ........ (1 Conduit Kit; 3/4•. EMT. • • • . • • • • , - (1) AWG ..T}HWN-2..Green , ,EGC/GEC.-(1)Conduit.Kit;.3/4••EMT.......... .......... .......... - (1 AWG THWN-2, Green 0................/.... (1)AWG g10, THWN-2, Black EGC GEC - 1 Conduit Kit: 3 4 EMT ( ........../ 7. ( 2 AWG 110, PV Wire, 60OV, Bladc Voc* = 258... VDC Isc = 9.26 ADC 2 (1)AWG #10, Solid Bare Copper EGC Vmp =186 VDC Imp= 8.55 ADC 6 (1) AWG g10, THWN-2, Red .....LLL-^` . (1 Conduit Kit 3/4•. EMT.......... ._ . • • • (1)AWG #10, THWN-2, White . , 7( 0AWG #8,. THMN72,• Green _ • NEUTRAL Vmp =240 VAC Imp=16 AAC EPC/GEC.- (1) Conduit• Kit; • 3/4' .EMT....... _ (2)AWG 010, PV Wore, 60OV, Black Voc* 388.13 VDC Isc -9.26 ADC O (1) AWG 110, Solid Bare Copper EGC Vmp = 279 VDC Imp= 8.55 ADC ......LLL.. (1)Conduit Kit: 3/4•, EMT• • • • ...... • . • . . (2)AWG 010, PV Wire, 60OV, Black Voc* = 388.13 VDC Isc = 9.26 ADC ®� (1)AWG #10, Solid Bare Copper EGC Vmp = 279 VDC Imp= 8.55 ADC CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., 108 NUMBER JB -9223880 0 PREMISE OWNER DESCRIPTION: MOFIDI, DEAN MOFIDI RESIDENCE DESIGN: Yonah Sorin �� �:,;So�arCity. MOUNTING SYSTEM: ;eo. ' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile Ule 43695 CALLE ESPADA 8.215 KW PV ARRAY PART OTHERS OUTSIDE THE RECIPIENT'S LA QUINTA CA 92253 MOOULES: 3055 Cleorview Way San 94402 IZ ORGANIZATION, IXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (31) KYOCERA # KU2656ZPA � SHEET: REV DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARg1Y INC. PAGE NAME THREE LINE DIAGRAM PV 5 a 8/26/2015 T.1028 F. (650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcitycom INVERTER Multiple Inverters EXISTING UNDERGROUND ELECTRICAL SERVICE ENTRANCE 200A 1 22 kAIC 1240V 1 PHASE 13 WIRE 40A/2P PHOTOVOLTAIC SYSTEM UTILITY DISCONNECT SWITCH CUTLER HAMMER # DG222URB 60A, 240VAC - (1) Conduit Kit; 3/4" EMT % (1) AWG #8, THWN-2, BLACK (1) AWG #8, THWN-2, RED (1) AWG #8, THWN-2, WHITE (1) AWG #8, THWN-2, Green, EGC/GEC • Vmp = 240 VAC • Imp = 30.5 AAC ELECTRICAL ONE LINE DIAGRAM AC AC COMBINER PANEL DC BRYANT # BR481-125RP LOAD CENTER; 125A 3600 WATT UTILITY INTERACTIVE INVERTER 120/24OV, NEMA 3R 230 TO 600 VDC TO 120 /240 VAC 10 ABB# PVI-3.0-OUTD-S-US-Z-A 20A/2P 20A/2P - (1 ) Conduit Kit; 3/4" EMT 5 (1) AWG #10, THWN-2, BLACK (1 ) AWG #10, THWN-2, RED (1 )AWG #10, THWN-2, WHITE ( 1 ) AWG #8, THWN-2, Green, EGC/GEC • Vmp = 240 VAC • Imp = 14.5 AAC - (1) Conduit Kit; 3/4" EMT C6- (1) AN #10, THWN-2, BLACK (1) AWG #10, THWN-2, RED (1) AWG #10, THWN-2, WHITE (1) AWG #8, THWN-2, Green, EGC/GEC • Vmp = 240 VAC • Imp = 16 AAC AC 1110 3600 WATT UTILITY INTERACTIVE INVERTER 230 TO 600 VDC TO 120 /240 VAC 10 ABB # PVI-3.6-OUTD-S-US-Z-A PV ARRAY #1 (1)Conduit Kit; 3/4" EMT 6 MODULES KYOCERA 1 #KU2656ZPA 1590 WATT (DC) 1428 WATT (AC) PV ARRAY #2 7 MODULES KYOCERA #KU2656ZPA 1855 WATT (DC) 1667 WATT (AC) PV ARRAY #3 (1)Conduit Kit; 3/4" EMT 9 MODULES KYOCERA 3 #KU2656ZPA 2385 WATT (DC) 2143 WATT (AC) PV ARRAY 4 9 MODULES KYOCERA #KU2656ZPA 2385 WATT (DC) 2143 WATT (AC) "L (2) AWG #10, PV WIRE, Black vL (1 ) AWG #10, Solid Bare Copper EGG (2) AWG #10, PV WIRE, Black vL (1 ) AWG #10, Solid Bare Copper EGC (2) AWG #10, PV WIRE, Black vL ( 1 ) AWG #10, Solid Bare Copper EGC vL (2) AWG #10, PV WIRE, Black vL ( 1 ) AWG #10, Solid Bare Copper EGC 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 IZ OTHERS EXCEPT IN THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION VA1H THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN SOLARgTY EQUIP PERMISSION OF SMENTWY INC JOB NUMBER:PREMISE J B- 9 2 2 3 8 8 0 OWNER: DESCRIPTION: MOFIDI, DEAN MOFIDI RESIDENCE 43695 CALLE ESPADA 8.215 KW PV ARRAY LA QUINTA CA 92253 r PAGE NAME Si nIe Line Diagram DESIGN: Yonah Sorin . SolarCity. '�,, • MOUNTING SYSTEM: ZEP ZS Tile FTile 'd' ., �� MODULES: (31) KYOCERA # KU2656ZPA 3055 Cieardew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcitycom SHEET: REV: DATE PV 6 a 8/26/2015 INVERTER-- Multiple Inverters ELECTRICAL CALCULATIONS QUINT ,IV C $� SAFETY D EPT, gUI�DIN �® F10\1 OP oNSTRUCTION F BY DATED` Module: Inverter 1: Module: 13 Kyocera 265W 1000V 238.1 Inv Power WPTC Voltage Drop Calculations Version 5.8.0 Vdrop =(imp) 2 * Lenqt "Resistance / mp) Im A Max. Length ftWire String: 8.55 75 AWG #10 at Max Ave Hi: 109 deg F Vdrop = 8.55 150 0.00124 Ohms / 235.06 0.68 Branch: 8.55 0 AWG #10 at Max Ave Hi: 109 deg F Vdrop = 8.55 0 0.00124 Ohms) / 279 0 - voltage dro in DC conductors = 0.68 Inverter: 16 10- 1 AWG #10 at 240V Vdrop = 16 20 0.00124 Ohms / 240 V 0.09 Combinedi 24.4 15 AWG #8 at 240V Vdrop = 24.4 30 0.00078 Ohms) / 240 V 0.17 Total voltage drop in AC conductors = 0.25 Total voltage drop in AC and DC conductors = 0 ' `- 1 ABB PVI -3.0-S AFCI 0.96 3300 2971.49 18 Kyocera 265W 1000V 238.1 Inverter 2: Module: Inverter 3: Module: Module: 1 ABB PVI -3.6-S AFCI 0.96 3840 4114.37 Kyocera 265W 1000V 238.1 Kyocera 265W 1000V 238.1 Inverter 4: Total: 31 Modules Total Inv Pwr: 7140 7085.86 PTC Photovoltaic Module Electrical Specifications: Total STC:I 8215 Voc: 38.3 V deg F deg C Vmp: 31 V Record Low Temp: 14 -10 1 Isc: 9.26 A Max Average Hi Temp: 109 143 Imp: 8.55 A Record Hi Temp: Tvoc: -0.14 V/deg C - Tisc: 5.56 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Voc Correction Factor: ABB PVI -3.6-S AFCI Inverter Min Vdc Input: 9 Kyocera 265W 1000 Voc= 344.7 Min Vmp at Max Temp: Vmp= 279 Max Voc at Min Temp: Isc= 9.26 Inverter Max Vdc Input: Max String Size: Imp= 8.55 Icont= 11.58 Art 690.8(A)(1) 1 -way wire length: Manuf TVoc Data Branch Circuit Type A 1 way wire length: 0 1 strings per branch 1strings per branch 2 9 modules per series string 1 91M dules per series string Voc= 344.7 V Voc= 344.7 V Vmp= 279 V Vmp= 279 V IsC= 9.26 A ISC= 9.26 A Imp= 8.55 A Imp= 8.55 A Icont--I 11.58 A lcont=1 11.58 1 A Art 690.8(A)(1) 130 235.06 388.13 600 13 0 1.a Conductor: 1 AWG #10 PV Wire Icont * 1.25 = (Amps) 14.47 30 deg C ampacity = 401 2.a Conductor 1: AWG #10 Conductor 2: AWG #10 Icont * 1.25 = (Amps) 30 deg C ampacity = ' Conductor 1 Conductor 2 14.47 14.47 401 40 1.b Icont= (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 11.58 40 0.41. 1 16.4 2.b Icont= (Amps) Stag ampacity Temperature derate (%=F) Conduit fill derate (%_#) Derated ampacity 11.58 11.58 40 40 0.41 0.41 0.8 0.8 1.c (cont * 1.25 = (Amps) 14.47 Ampacity 40 13.12 13.12 2.c Term 1 Term 2 Temp table 90 °C:Tab ®ORS EIip.15(B)(16) Icont*1.25= (Amps) 14.47 14.47 Ampacity 40 40 1.d Icont * 1.25 = (Amps) OCP Size = 14.47 15 Inverter Type A Output ABB PVI -3.6-S AFCI a 1 way wire length: 10 ft (cont = 16 FA Art 690.8(A)(1) 2.d OCP Size 1 151 15 Combined Inverter Output Service Voltage= Total Inverter Powe - I way wire length= 15 Icont = # of inverters*max inverter current Art 690.8(A)(1) Icont = (Amps) 3.a Icont * 1.25 = (Amps) OCP Size = 201 Art 690.8(B)(1) Art 240.6(A) 201 3.b Conductor: AWG #10 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 20 40 F 4.a Icont*1.25 = (Amps) OCP size 38.12 Art 690.8(B)(1) Art 240.6(A) 1 401 4.b Conductor: AWG #8 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 38.12 55 3.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%_#) Derated ampacity 16 40 0.91 4.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%_#) Derated ampacity 30.5 1 55 36.4 3.d Icont * 1.25 = (Amps) 20 Ampacity 35 +. 0.91 1 50.05 4.d Icont * 1.25 = (Amps) Ampacity 38.12 50 CONTAINEDAL -THE INFORMATION HEREIN CONTAINED SHALL NOT E USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARgTY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS THE RECIPIENT'S INTSIDE WITH �CONNECTION THE SALE AND EXCEPT USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC JOB NUMBER J B-9223880 00 PREMISE OWNER: MOFIDI, DEAN 43695 CALLE ESPADA LA QUINTA CA 92253 w DESCRIPTION: MOFIDI RESIDENCE 8.215 KW PV ARRAY PAGE NAME ELECTRICAL CALCULATIONS DESIGN: Yonah Sorin �'., IsolarCity. MOUNTING SYSTEM: ZEP ZS Tile FTile e,�. MODULES: (31) KYOCERA # KU2656ZPA 3055 Cleorview Woy CA 9W2 Mateo, San T:(650) 836-1028 F-(650) 638-1029 (688) -SOL -CITY (765-2489) www.solarcity.con SHEET. REV:. DAA- PV 7 t7 8/26/2015 INVERTER Multiple Inverters CITY OF L BUILDING & APPR FOR CON: DA CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 43695 Calle Espada INVERTER AND DC DISCONNECT QUINTA FETY DEPT. )VED RUCTION INVERTER AND DC DISCONNECT UTILITY SERVICE AC DISCONNECT r -- — — — — — — — — — -- — — — — — -- ------ SOLAR- PHOTOVOLTAIC ARRAY(§)- PHOTOV%TAIC BACK -FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB -9223880-00 CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT USED FOR THE OF ANYONEEXCEPT SOLARaTY INC., NOR MALL IT BE DISCLOSED IN WHOLE OR IN PART OTHERS EXCEPT IN THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:PREMISE JB -9223880 0 0 OWNER - DESCRIPTION: - MOFIDI, DEAN MOFIDI RESIDENCE 43695 CALLE ESPADA 8.215 KW PV ARRAY LA QUINTA CA 92253 , PAGE NAME SITE PLAN PLACARD DESIf2� Yonah Sorin SolarCity.BENEFIT MOUNTING SYSTEM: ZEP ZS Tile File ' ~ MODULES: (31) KYOCERA # KU2656ZPA 3oss aemiew way 402 Son T.-(650) 638-1026, CA 94 ) 638-1029 (888)-SOL-aTY (765-2489) w■■.solarcity.com SHEET: REV: DATE PV 8 a 8/26/2015 INVERTER: Multiple Inverters WARNING:tPiHOTOVOLTAIC6P40�VUERSOURCE Label Location: (C)(CB) Per Code: NEC 690.31.G.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (DC) (INV) Per Code: NEC 690.5(C) Label Location: (DC) (CB) Per Code: NEC 690.17(4) Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 WARNING ELECTRIC SHOCK HAZARD DO NOT TOUGH TERMINALrS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (D) (POI) Per Code: NEC 690.64.B.4 Label Location: (POI) Per Code: NEC 690.64.B.7 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED I F f.,q B ® I LDI NG 8 SAF �vI N-rA oPPR ®�En' °EPT D CONSTRUCT/® ATE N �BY (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 INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `����j; 3055 gearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �` San Mateo, CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /� So I�' (888) -CITY (765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. a `'�SolarCity I Z pSolar Next -Level PV Mounting Technology Zep System for the roofs using replacement tiles `..tkq F� rrm.chnuTm Arm.n d / ropprm.iopu. w. AntNial.'J'm p.L.T4� ? FViTFFNE MCWiiq a.f. TWA - .ad Am3Qq.tkn ci.0 W �M..wa..idb�V — mup «e 0.s. .Roorcnwri:ng i � r�awh,pe.w i COMVgT� ti Description m PV mounting solution for concrete tile roofs �pCpMPp'('ev Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules �L LISTED Auto bonding UL -listed hardware creates structual and electrical bond Specifications Designed for pitched roofs n Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" ' Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain zepsolar.com This document does not create any express warranty by Zap Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02.pdf Page: 1 of 2 SolarCity ZepSolar Components Replacement S -Tile Part No. 850-1435 Listed to UL 2703 Next -Level PV Mounting Technology Replacement W -Tile Part No. 850-1437 Listed to UL 2703 Replacement Flat Tile Part No. 850-1436 Listed to UL 2703 Tile Roof Attachment Kit Part No. 850-1434 Listed to UL 2582 Interlock Part No. 850-1388 Listed to UL 2703 Leveling Foot Part No. 850-1397 Listed to UL 2703 Ground Zep Array Skirt, Grip, End Caps DC Wire Clip Part No. 850-1172 Part Nos. 500-0113, Part No. 850-1448 Listed to UL 2703 and 850-1421, 850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02.pdf Page: 2 of 2 This family of single-phase string inverters complements the typical number of rooftop solar panels enabling home -owners to get the most efficient energy harvesting for the size of the property. This inverter offers a dual input section that processes two strings with independent Multiple Power Point Tracking (MPPT). This is especially useful for rooftop installations with two different orientations from two sub -arrays oriented in different directions. (For example: East and West) The dual input sections with independent MPPT enable a more optimal energy harvesting condition. The high-speed MPPT offers real- time power tracking and improved energy harvesting. The flat efficiency curve ensures high efficiency at all output levels allowing a consistent and stable performance across the entire input voltage and output power range. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This rugged outdoor inverter has been designed to be a completely sealed unit able to withstand the harshest environmental conditions. Highlights: - Single phase and split phase output grid connection. - Wide input range for increased stringing flexibility. - The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. - Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions. - Integrated DC disconnect switch in compliance with international Standards (-S Version). Power and productivity „ It IN for a better world'" P% ID Additional highlights: - RS -485 communication interface (for connection to laptop or data logger). - Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types F_1_1 - - - - - - — r` 1. Capability enabled at nominal AC voltage and with sufficient DC power available. 2 ABB Solar Inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD CUTTING EDGE TECHNOLOGY As a pioneer with four decades of experience in the development of photovoltaic systems, Kyocera drives the market as a leading provider of PV products. We demonstrate our Kaizen philosophy, or commitment to continuous improvement, by setting the industry standard in the innovation of best -in -class solar energy equipment. QUALITY BUILT IN • UV -stabilized, anodized aluminum frame in black • Supported by major mounting structure manufacturers • Easily accessible grounding points on all four corners for fast installation • Proven junction box technology with 12 AWG PV wire works with transformerless inverters • Amphenol H4-UTX locking plug-in connectors provide safe, quick connections PROVEN RELIABILITY • Kyocera modules confirmed by the Desert Knowledge Australia Solar Centre to have the highest average output of any crystalline module • First module manufacturer in the world to pass long- term sequential testing performed by TUV Rheinland • Only module manufacturer to achieve the rank of "Performance Leader" in all six categories of GTM Research's 2014 PV Module Reliability Scorecard CERTIFICATIONS • UL1703 Certified and Registered, UL Module Fire Performance: Type 2, CEC • NEC 2008 Compliant, IEC 6121561730, and ISO 14001 QpoMPgT/6 zZ= (W CUL US KU -60 1000V Z Series KU265-6ZPA KU -60 1000V Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS Standaid onsCells per module: 60 (6 x 10) 111 Dimensions: 65.43ini38.98ini 1.57in length/width/height (1662mm/990mm/40mm) Weight: 45.2lbs (20.5kg) IPma 265 W 1 lVn,P 31.0 V 111 PACKAGING SPECIFICATIONS rImp 8.55 A Modules per pallet 20 V 38.3 V j Pallets per 53' container. 36 I Iu 9 26 A Pallet box dimensions: 66ini40ini43in 111 length/width/height (1675mm/ 1005mm/ 1 055mm) P.. +5/-0 % Pallet box weight: 1015lbs(460kg) NominalOperating Cell Ternpeiature Conditions• NOCT=800WIM itrodionce, 20 1.57- - �TNocr 45 °C P 191 W POTTED NCTIO) JN BOK9P65 IVB 27.9 V ! CABLE W/ �® . CONNECTOR LDL Imo 6.85 A j EV_ 35.1 V _ III 7.49 A PTC 238.1 W w LLLLLL Temperature Coefficients P— -0.45 %/°C jf VmP -0.48 %/°C IImP 0.02 %/°C 11l` 58.98" (990.0 4,1 jj V_ -0.36 %i°C I1.° 0.06 %,°C l o It o Operating Temp -40 to +90 °C G,eundim Hole slotted Yountlnll Hole 0.16- fest) 0.75-0.47- (9m 1ant) System Design FRAME CROSS SECTION DIAGRAM Series Fuse Rating 15A Maximum DC System Voltage (UL) 1000 V Hailstone Impact in (25mm) @ 51 mp (23m/s) it - 'Subject to simulator measurement uncertainty of +l- 3%. KYOCERA reserves the right to modify these specifications without notice. LONG/SNORT SIDE instructio mnNaGl:cdetyprio mndlingnstalling8oper2to ing Kyocera Solar modules. 040215 OUR VALUED PARTNER L3 B 7• 6 5 4 S 2 1 D � D A 9.11 [2JQ 9.W [169) SwS6 (2201 •33 [e] 0e.41 Im) . 00 Wo m C ® C OFF 1 0 CONCEMNIC KNOCKOUTS MR TMNOFNTK KNOCKOUTS FOR •. ® '. ® ® C 2, J 4.11. 1-1/4 CONDUIT J 4. 1, 1-I/4 CONDUIT 3 [I1] } 6 n�6. ov. AS [221 ? — Kaa B 4.21 (1091 .. � 9m (19a] e 04.96 [1211 TANOE KNOC(OUTS FOR NO 1, 1-1 4, 1-1/2 CONDUITp 1 1. METRIC CMENSMNS (IN 10WMEIERS) ARE SHOWN IN NETS. 2. WOic RANGE OF LUGS IS 1/0-/14 COWM OR &UMPNM. 1 , 4(6711�.� � A 6A0 []IJ] A ;;R w mI ac ae CUTLER—HAMMER gam a me—amxnKn e _ ee d CMFNSI0 SKEET ;F ; BO AMP TYPE 3R GENERAL DUTY ® m 7'95-1451 IS 5 414 3 2 1 7 Zep Solar ZS Comp" I Grounding and Bonding This document describes the mechanics of how the electrical bonding is accomplished between the UL Listed hardware components used in Zep Solar's ZS Comp mounting solution for composition shingle roofs. Zep Compatible- systems do not require running copper conductors to each module. The act of physically installing each component simultaneously establishes an electrical bond, as described in the following pages. Document 800-1478-001 Rev A www.zepsotar.com PAGE: 1 of 5 © 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 20134:45 PM ®. Zepsolar Interlock Interlock Zep 7LI 4,01 it r se o Tongue side Key Side Bonding ZS COMP I GROUNDING AND BONDING Cutting 'tooth" Side view Module Interlock O Key side in +' closed position j Bonding locations Cutting'tooth' on Key side Forced interference during rotation Of Interlock Zep causes teeth to cut through anodization on module frame, resulting in robust and UL certified bonding path Tongue Side Bonding Tongue side in closed position Cutting'teeth' Module e, It � zL mouu I / Forced interference between mating parts from module Bonding location on rock -in motion cuts into module frame, removing Tongue side anodization and resulting in robust and UL certt led bonding path Document 800-1478-001 Rev A www.zepsciar.com PAGE: 2 of 5 © 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 20134:45 PM Wz_ ZepSolar Interlock, continued Part No. 850-1388 UL Listed to UL 2703 Bonding Path - Key and Tongue Module Interlock ZS COMP.I GROUNDING AND BONDING The Interlock bonds modules on all 4 sides to create a hyper - bonded array where every module Is structurally and electrically bonded to the surrounding modules. 1 Tongue side Bonding Path - Array o Interlock 10, Bonding path Down -roof Document 800-1478-001 Rev A www.zepsatar.com © 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 20134:45 PM Key side PAGE: 305 ZepSolar ZS COMP I GROUNDING AND.BONDING Leveling Foot Tongue side -------- I- Key side �i` _ r Springclip Part No. 850-1397 The Leveling Foot top portion (the Rockit) has a stainless steel UL Listed to UL 2703 spring clip that bonds to the adjacent module frame on both Key and Tongue sides. Leveling Foot - Bonding With Module Frame ODown-mof '1 Key side inserts into Zep Groove (rock -in) Module in next row drops in on the Tongue side Bonding Path - North and South Modules Bonding location on Key side ®�® ® Leveling Foot 2 4 o Interlock 10, Bonding path Down -roof Document 800-1478-001 Rev A www.zepsatar.com © 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 20134:45 PM Key side PAGE: 305 ZepSolar ZS COMP I GROUNDING AND.BONDING Leveling Foot Tongue side -------- I- Key side �i` _ r Springclip Part No. 850-1397 The Leveling Foot top portion (the Rockit) has a stainless steel UL Listed to UL 2703 spring clip that bonds to the adjacent module frame on both Key and Tongue sides. Leveling Foot - Bonding With Module Frame ODown-mof '1 Key side inserts into Zep Groove (rock -in) Module in next row drops in on the Tongue side Bonding Path - North and South Modules Bonding location on Key side ®�® ® Leveling Foot ® � Bonding path 'J ' d IV S A X " " y Bonding location on Module rotation during drop-in creates forced Gown -roof Tongue side Interference between Zep Groove and spring clip, cutting Into module frame, removing anodization and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsolar.com PAGE: 4 of 5 © 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved Date Last Exported: June 25.20134:45 PM t Zep'$_olar ZS COMP) GROUNDING AND BONDING Ground Zep Set screw Key side The Ground Zep provides a single point of connection for theEquipment Grounding Conductor (EGC( from the array to a building ground. Ground wire channel Part No. 850-1172 , UL Listed to UL 467 and UL 2703 -- Ground Zep Installation � 9.a Insert Ground Zep into Zep Groove of module frame, Use the Flat Too to rotate the Ground Zep 90 degrees, so that set screw Insert copper EGC into ground wire on array perimeter ispointingstraightup. channel. Tighten set screw using torque values shown in the ZS Comp Installa- tion Manual. Bonding Path - Array to Ground V Ground Zep Equipment Ground Conductor Bonding path Down -roof Document 800-1478.001 Rev A www.zepsatar.com + PAGE: 505 ®2013/ENZepSolar,Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. Ali rights reserved. - Date Last Exported: June 25, 2013 4:45 PM