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PR16-2842
w a z 0 0 UJ rn J rn a 0 rn a 0 co CITY OF DIAMOND BAR UITV , 11T1 I � r DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES pj, t 21810 Copley Drive, Diamond Bar, CA 91765 PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY BUILDING PERMIT APPLICATION www.cityofdiamondbar.com building@diamondbarca.gov JOB SITE ADDRESS 10 P &, e, D if_ APN LOT T CT OWNER J LA-CI-1 " Z ADDRESS ZYdGt CITYt1 �__ CA ZIP 4'+S TEL. APPLICANT ' Xf 1116f- A YrL4�FL CD Z,6 V 7Y • JZMt CONTRACTORJ / Cxl- C-1'' ADDRESS C. S (� CITY C=Qu ZIP4L(_76 iEL. — ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the reason(s) indicated below by the checkmark(s), I have placed next to the applicable items) [Section 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 from licensure 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). U I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 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 licensed Contractor pursuantto the Contractors' State License Law.). U I am exempt from licensure under the Contractor's State License law for the following reason(s): Date: Sign: By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit,l cannot legally sell a structure that I have built as an owner -builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: http/www.leginfo.ca.gov/calaw.html. 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 of the Business and Professions Code, and my license is in full force and effect. LICENSE CLASS: � 3 LIC. NO.: 5 1 0 y EXP. DATE: / Z3 % I Cr CONTRACTOR: 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 Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Worker's Compensation Insurance Carrier and Policy Number are: CARRIER f�/V / ` C-CC POLICY NUMBER t,.CJ Li 6 1 'S / y (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS $1 DO OR LESS). 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 Worker's Compensation Laws of California. And agree that if I should became subject to the Worker's Compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. DATE: APPLICANT: WARNING: Failure to secure Worker's Compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of the compensation, damages as provided for in section 3708 of the labor code, interest, and attorney's fees. 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 NAME: LENDER'S ADDRESS: 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 state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above -mentioned property rfor inspection purposes. �//( � LJCWY4'.+�i PERMITTEE NAME (PRINT) SIGNATURE OF PERMITTEE DATE APPLICATION DATE: jZ r t-S' • i (w ISSUE DATE: (9,f 1kG PERMIT# : TYPE CONST. P/C# PR I ke - 78T{ - OCC GROUP: Scope of Work C1`K veA�:L # DWEL. UNITS If STORIES 'X,ccQ BEDROOMS DESCRIPTION SQ. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ADD/REM Garage/Carport rn w Patio/Deck w LL Pool/Spa Z Re -Roof Y�G Commercial m Valuation: O Adj. Area: QUANTITY DESCRIPTION FEE a U U W J W c� z -m J o_ J Q ZU_ Q x U CONSTRUCTION: PLAN REVIEW: L I ELECTRIC: PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: b )L SMIP: ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE-ALT FEE: BASF: PLOT PLAN: ZONING CLEARANCE: TOTAL FEES COMMENTS: P/C: PAID BY: R`VALIDATION: `P' VALIDATION: � RECEIPT # PAID BY: 4 7f30I r q Y. WHITE — Department Copy, YELLOW — Finance Copy, PINK — Assessor Copy CITY OF DIAMOND BAR INSPECTION RECORD COMMENTS: D[ VIOND Br1R Q CITY OF DIAMOND BAR DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES a 0 J 0 z ¢ LU Z V5 21810 Copley Drive, Diamond Bar, CA 91765 PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY BUILDING PERMIT APPLICATION www.cityofdiamondbar.com building@diamondbarca.gov JOB SITE ADDRESS APN LOT TRACT i TRACT OWNER a �,Z�rlli—{o b S /7 7 d► I��-7 ADD V Scl►HG QS 4a � CITY ZIP TEL. APPLICANT TEL.DS' CONTRACTOR �• ADDRESS _73 C7 g��_ ' rP� rVl e_•_ 1.1 A )Q,-V CITYSell Ili Aateo ZIP%q&I TEL. ARCH/ENG/ DESIGNER_ 01 a C f t,/ ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the reason(s) indicated below by the checkmark(s), I have placed next to the applicable item(s) ]Section 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 from licensure 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). U I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 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 licensed Contractor pursuant to the Contractors' State License Law.). ( 1 I am exempt from licensure under the Contractor's State License law for the following reason(s): By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit,l cannot legally sell a structure that I have built as an owner -builder it it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: http/www.leginfo.ca.gov/calaw.html. 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 of the Business and Professions Code, and my license is in full force and effect. LICENSE CLASS: _�t LIC. NO.: O zcr� 10 %1 n DATE: 141 CONTRACTOR: $ 1 CA 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 Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Worker's Compensation Insurance Carrier and Policy Number are: < II CARRIER !Z- POLICY NUMBER (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR NE HUNDRED DOLLARS ($100) OR LESS). 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 Worker's Compensation Laws of California. And agree that if I should become subject to the Worker's Compensation/provisi'ons of Section 3700 of the Labor Cede, I shall th comply with those provisions. DATE:, _(�/J� APPLICANT: 1�� —e&N4 ,4 e WARNING: lure seecure Worker's Compensation coverage is unlawfuf, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of the compensation, damages as provided for in section 3708 of the labor code, interest, and attorney's fees. 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, Chi. C.). LENDER'S NAME: LENDER'S ADDRESS: 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 stale laws relating to building construction, and hereby authorize representatives of this county to enter upon the above -mentioned property for inspection purposes. PERMITTEE NAME RINT) tt SIGNATUR EE DATE APPLICATION DATE: I-,.- I 1 S ISSUE DATE: PERMIT# : TYPE CONST. P/C# OCC GROUP: Scope of Work e # DWEL. UNITS # STORIES r Z Z 14iM # BEDROOMS DESCRIPTION SQ. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ADD/REM Garage/Carport rn w Patio/Deck w w Pool/Spa ZRe -Roof Commercial m Valuation: Adj. Area: QUANTITY DESCRIPTION FEE U 2 U w J W co z m J a Z_U Q x U w ` CONSTRUCTION: PLAN REVIEW: ELECTRIC: PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: 71, SMIP: ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE-ALT FEE: BASF: / d� PLOT PLAN: ZONING CLEARANCE: TOTAL FEES COMMENTS: P/C: �14 �f3 PAID BY: S VALIDATION: RECEIPT # 7 y PAID BY: " ' C VALIDATION: WHITE — Department Copy, YELLOW — Finance Copy, PINK —Assessor Copy CITY OF fDIAWOND 6AR INSPECTION RECORD INSPECTIONDATE INSPECTOR SETBACK/ LETTER FOOTINGS FORMS SLAB UG. PLUMBING UG. ELECTRICAL LIFER GROUND SEWER LATERAL MAIN WATER LINE SEWER CLEANOUT ROOF SHEATHING FLOOR SHEATHING SHEAR WALLS EXTERIOR SHEAR WALLS INTERIOR FRAMINGNENTING ROUGH MECHANICAL ROUGH ELECTRICAL W( ) C ( ) ROUGH PLUMBING INSULATION WALL INSULATION CEILING DRYWALL LATH (PRE) LATH EXTERIOR Z Ca LATH INTERIOR GAS TEST SCRATCH COAT ELECTRIC METER RELEASE �L / GAS METER RELEASE SPECIAL INSPECTION FINAL BUILDING FINAL MECHANICAL - 14 FINAL ELECTRICAL s i FINAL PLUMBING T.C. of OCCUPANCY CERT. of OCCUPANCY COMMEN INSPECTIONDATE •. TRACT AND LEDGER SWITCH GEAR COMMERCIAL HOOD T-BAR INTERCEPTER HOT MOP/SHOWERPAN SEPTIC/CESSPOOL HERS REPORT RECEIVED DEMOLITION ROOF DRAINS ROUGH CONDUIT POOUSPA ROUGH PLUMBING ROUGH ELECTRICAL ROUGH MECHANICAL GAS TEST PRE GUNITE POOL PRE DECK BONDING P-TRAP FENCE / GATE/ ALARM ~i FINAL POOL WALLS: WALL FOOTING/STEEL WALL STEEL 1-( ) 2ND( ) LIFT 1 WALL BOND BEAM/ WALL DRAIN/ SEAL WALL FINAL RO. FRAMING PLANNING APPROVAL ROUGH FIRE APPROVAL FINAL FIRE DEPARTMENT FINAL PLANNING FINAL ENGINEERING/ PW FINAL COMMUNITY SERVICES FINAL HEALTH DEPT. FINAL INDUSTRIAL WASTE a z 0 0 LU J Cr 0 a a CO DILI IOND B11R CITY OF DIAMOND BAR DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES 21810 Copley Drive, Diamond Bar, CA 91765 PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY BUILDING PERMIT APPLICATION www.cityofdiamondbarcom ,building@diamondbarca.gov JOB SITE ADDRES I P L M `+ N APN LOT TRACT OWNER S G 0 NZ- P, L Z ADDRESS ] lA k I CITY ZIP OA_16STEL. APPLICANT SOL % C-kTY &0 TEL. CONTRACTOR NI, I Vl ADDRESS M P CITY 5 ZIP �1�t TEL. I ' ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the reason(s) indicated below by the checkmark(s), I have placed next to the applicable item(s) [Section 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 from licensure 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). U I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 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 licensed Contractor pursuant to the Contractors' State License Law.). U I am exempt from Iicensure under the Contractor's State License law for the following reason(s): By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit,l cannot legally sell a structure that I have built as an owner -builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: http/www.leginfo.ca.gov/calaw.html. 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 of the /rBusiness and Professions Code, and my licensee is in full force and effect. UCENSE"Si LTC. NO.: - \NV DATE: —� CONTRACTOR: 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 Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Worker' ComPolicy pensation Insurance Carrier and CARRIER tuber arq \ v to � 0 POLICY NUMBER D (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS). 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 Worker's Compensation Laws of California. And agree that if I should become subject to the Worker's Compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. DATE: APPLICANT: WARNING: Failure to secure Worker's Compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of the compensation, damages as provided for in section 3708 of the labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perj that there is a Construction Lending Agency for the performance of the work for which this permit is issued (Sec. 0 iv .). LENDER'S NAME: LENDER'S ADDRESS: I certify that I have read this application 5nd state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, a hereby authorize re resentatives of this county to enter o the above -mentioned prope�f in�pu ose PERM NAME (PRI T) SIGNATURE OF PERM EE ATE APPLICATION DATE: k )C� 16 ISSUE DATE: r PERMIT# : TYPE CONST. P/C# PR OCC GROUP: Scope of Work # DWEL. UNITS # STORIES # BEDROOMS DESCRIPTION SQ. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ADD/REM Garage/Carport 'J) W Patio/Deck W LL Pool/Spa ZRe -Roof Commercial co m Valuation: Adj. Area: QUANTITY DESCRIPTION FEE U Cr U W J W co z m J a ZU_ Q x U CONSTRUCTION: PLAN REVIEW ELECTRIC:. PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: p SMIP: ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE-ALT FEE: BASF: PLOT PLAN: ZONING CLEARANCE: TOTAL FEES COMMENTS: P/C: /PAID BY: RECEIPT # PAID BY: L4�11 VALIDATION: VALIDATION: WHITE — Department Copy, YELLOW — Finance Copy, PINK — Assessor Copy CITY OF DI'AIVfOND BAR INSPECTION RECORD INSPECTION 6ATE INSPECTOR SETBACK/LETTER FOOTINGS FORMS SLAB UG. PLUMBING UG. ELECTRICAL UFER GROUND SEWER LATERAL MAIN WATER LINE SEWER CLEANOUT ROOF SHEATHING FLOOR SHEATHING SHEAR WALLS EXTERIOR SHEAR WALLS INTERIOR FRAMINGNENTING ROUGH MECHANICAL ROUGH ELECTRICAL W( ) C ( ) ROUGH PLUMBING INSULATION WALL INSULATION CEILING DRYWALL _ LATH (PRE) LATH EXTERIOR LATH INTERIOR GAS TEST SCRATCH COAT ELECTRIC METER RELEASE GAS METER RELEASE SPECIAL INSPECTION FINAL BUILDING FINAL MECHANICAL FINAL ELECTRICAL FINAL PLUMBING T.C. of OCCUPANCY CERT. of OCCUPANCY COMM INSPECTION DATE INSPECTOR TRACT AND LEDGER SWITCH GEAR COMMERCIAL HOOD T-BAR INTERCEPTER HOT MOP/SHOWERPAN SEPTIC/CESSPOOL HERS REPORT RECEIVED DEMOLITION ROOF DRAINS ROUGH CONDUIT POOUSPA ROUGH PLUMBING ROUGH ELECTRICAL ROUGH MECHANICAL GAS TEST PRE GUNITE POOL PRE DECK BONDING P-TRAP FENCE /GATU ALARM FINAL POOL WALLS: WALL FOOTING/STEEL WALL STEEL 1ST( ) 2N0( ) LIFT WALL BOND BEAM WALL DRAIN/ SEAL WALL FINAL RO. FRAMING PLANNING APPROVAL ROUGH FIRE APPROVAL FINAL FIRE DEPARTMENT FINAL PLANNING FINAL ENGINEERING/ PW FINAL COMMUNITY SERVICES FINAL HEALTH DEPT. FINAL INDUSTRIAL WASTE r Version #52.6 - TBD ~,olarcfty June 28, 201.6 RE: Project/Job # 9178426 Project Address: Design Criteria: CERTIFICATION LETTER Gonzalez Residence 24011 Palomino Dr Diamond Bar, CA 91765 - Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS - Risk Category = I1 - Wind Speed = 110 mph, Exposure Category C - Ground/Roof Snow Load = 0 psf - MP1&4: Roof DL = 14 psf, Roof LL = 20 psf - MP2: Roof DL = 14 psf, Roof LL = 20 psf Per Section 1613.1, W-(PV)/ W-(exist roof) = 4.5%, Increase Seismic Shear Load < 10%, -> [OK] To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. James H. Childs, P.E. Professional Engineer Digitally signed by James H. Childs, P.E. T: 888.765.2489 x58390 Date: 2016.11.21 12:12:20-08'00' email: jchildsl@solarcity.com 3055 Cleat -view Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL-CITY F (650) 638-1029 solarcity.corn �_ a :t ., ao-i1 ;: ... r...: OR C C f V 1.:9S" F' le 1, ., ..Ali yh ,_eeved. 1 �\ 'A Version #52.6 - TBD I HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES I Landscape Hardware Hardware - Landscape Modules' Standoff Specifications X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3&4 72" 24" 52" 24" Not -Staggered 59.1% MP2 72" 24" 52" 24" Not -Staggered 59.1% Portrait Hardware Hardware - Portrait Modules' Standoff Specifications X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1&4 48" 20" 52" 24" Not -Staggered 39.4% MP2 48" 20" 52" 24" Not -Staggered 39.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1&4 Pre -Fab Truss @ 24 in. O.C. 181 Member Impact Check OK MP2 Pre -Fab Truss @ 24 in. O.C. 181 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo; CA 94402 T (650) 638-1028 (888) SOL-CITY F (650) 638-1029 solarcity.com .. r;.a •ds: , C,., i.,LB EI& 1Gd �,a i '11.. C.. i'.J „�:�:''�N. (K HIG 71 G:40W,, :.0 � 115 .1t'.. ; a. �4. .., f. ;i %U. MA pN�; 1&S6r, S M fC q.' i"AlH061.1; ..I... oR.ccB ...,*'.i ;,:A 'U•:i. rtTO OR2100b INA6C.L: 2013Al J. ,,�^rr:,+. SEISMIC CONSIDERATIONS Seismic sign Criteria(per USGS Seismic Design Code ASCE 7-10 Latitude _ 340264 Longitude -117.8010 SRA at Short Period Ss 2.103 USGS SRA at is Period Sl 0.785 USGS Soil Site Class D IBC 1613.5.2 Seismic Design category SDC E USGS Seismic Check Required (Ss >_ 10.4g &SDC>_D? Yes IBC 1613.1 ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Wei ht PV System Weight _ . _ Total Weight of PV System W(PV) 708 sf 3 sf 2 125 Ibs _ 2,125 Ibs Weight of Roof on Existing Building Sum Area of MPs with PV 1934 sf Portion of Roof Weight _ Area Dead Load Weight Roof Ceiling Interior Walls (Top Half , Exterior Walls (Top Half 1,934 sf 14.0 psf 27,078 Ibs 1,934 sf 5.0 psf 9,671 Ibs 704 sf 5.0 psf 3,518 Ibs 704 sf 8.5 psf 5,981 Ibs Net Weight of Roof Under PV W(exist) I 1 46,248 Ibs Check % Increase of Roof Weight / Seismic Shear Load Increase of DCR of Lateral Force ResistingSystem W(Pv)� W(exist) 4.6% Increase Seismic Shear toad < 30%, -> [OK IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1&4 Member Properties Summary MPl&4 Horizontal Member Spans Rafter Properties Overhang 2.74 ft Actual W 1.501, Roof System Properties Span 1 7.85 ft Actual D 3.50" Number of Spans (w/o Overhang) 2 Span 2 5.71 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 A 5.25 in.A2 Re -Roof to Comp Under Array Yes San 4 S. 3.06 in.A3 Plywood Sheathing Yes San S I, 5.36 in.A4 Board Sheathing Skip -Sheathing Total Rake Span 1.7.14 ft TL DefPn Limit 120 Vaulted Ceiling INo PV 1 Start 3.25 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 12.75 ft Wood Grade #2 Rafter Slope 180 PV 2 Start_ _ _ _ _ Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Emb, 580000 psi Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.0 psf 14.7 psf PV Dea&I-oad PV=DL 9.0 psf z 1.05" ;9 5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SLl,2 Total Load Governing LC) I TL 14.0 psf 24.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Cj (15) p9 ; Ce=U.9, Ct=1.1, 1s=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.95 1 1.5 1.15 mber Analysis Results Summary Governing Anal is Pre-PV Demand jPost-PVDemandj Net Im act Result Gravity Loading Check -1440 psi 1 -950 psi 1 0.66 Pass CALCULATION OF DESIGN WIND LOADS - MP1&4 Mounting Plane information Roofing Material Flat Tile Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff (Attachment Hardware) Comp Mount Type C Roof Slope 180 Rafter Spacing 24" O.C. Framing Type / Direction _.. ------....................._.-._.--........................_..----......__..._.............__._. Y-Y Rafters Purlin Spacing X-X'Purlins Only _.._._._....- NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Span ,Standing Seam/TrapSeam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method_ Partially/Fully Enclosed Method _ Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 25 ft I Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor - - Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 24.9 psf Wind Dracm—a Ext. Pressure Coefficient Up GC - -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient (Down) GC Down 0.45 Fig. 30.4-2A/B/C-5A/e Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure Up POP) -21.8 psf Wind Pressure Down p down 16.0 psf ;ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 52° Max Allowable Cantilever _- _ _ - Landscape _ 24" 24 Standoff Configuration Landscape Not -Staggered Max Standoff Tributary Area Trib 26 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -295 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 59.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 52" Max Allowable Cantilever _ Portrait 20" 24^ Standoff Confi uration _ Portrait Not -Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV _. 3.0 psf Net Wind Uplift at Standoff T-actual -197 lb Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.4% 1, , LOAD ITEMIZATION - MP2 PV System Load PV Module Weight (psf) Hardware Assembly Weight psf 2.5 psf 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Existing Roofing Material Flat Tile Roof 7.0 psf Re -Roof to Comp Under Array Yes 2.5 psf Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing Skip -Sheathing 1.2 psf Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 0.6 psf Total Roof Dead Load 14 psf (MP2) 14.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-10 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope' 4/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction RZ 1 Section 4.8 Reduced Roof Live Load Lr L, = Lo (RI) (Rz) Equation 4.8-1 Reduced Roof Live Load _ Lr 20 psf (MP2) 1 20.0 psf } Simpson Strong -Tic Truss: MP2 Pi'ojectName: 9178426 Component SolutionSTM Date: 10/28/2015 3:18:58I'M Toss Page: I of I Version: 5.12.1 [Build fl Span Pitch Qty OHL OHR CANT CANT PLYS Spacing WGT/PLY 20-10-0 4/12 1 2-9-0 2-9-0 0-0-0 0-0-0 1 24in 67Ibs 26-4-0 2-9-0 10-5-0 10-5-0 2-9-0 10-5-0 20-10-0 6x6 HS 18 / 2 12 12 4F— _�4 0 m TM� v O 3x4 - 3x4 - 1 } 3 6 5 4 1 x4 1 3x4 - 7 0-0-0 o-o-o 10-5-0 10-5-0 10-5-0 20-10-0 Loading General CSI Summary Deflection L/ (loc) Allowed Innd (ps0 Bldg Code: IBC 2012/ M: I01(2-3) Wit IL: 0.33 in L/778 (34) L/190 TOLL: 20 TPI I-2007 BC: 0.57(3-5) Wit LL.: 0.23 in 1,/999 (34) L/240 ICDL: 14(rnkc) Rep Mbrhncnetse: Yes Web: Ott I(2-5) Hov.Tl.: 0.04 in 3 BCLL: 0 D.O.L.: 125 / Creep Factor. Kcr= 1.5 BCDL: 0 Plele Off-0ot:XYAnrj: (1:4-14,2-I0.) (2:04)_1-11 45.) (3:4-14.2-1 0.) (4:04)1-12 0) (5:04),3.8 90 ) Reaction Summary )-r Tcpc B gConbo Big Width Malarial Rqd Bag Width A.." R-1 Max Gar Upl'0 M s MWFRS Uplill Kis C&C Uplift Mns Unl'll MIN H 1 Pm (W.dl) 1 3.5 inSpmm ce-Po-in 1.50 744 lb, - - - - 0Ibs 3 H Roll (Wn11) 1 3.5 in Spr1m4'incfir 1.50 in 889 Ibs - - - - 0 Ibs Material Summary Bracing Summary TC DFL N2 254 TC Bracing Shemhod BC DFL 422s4 BC Bracing Sh.lhod or Pudins n1104ut.Pullindesignby0lh— Mlhs DFLN22.\4 Loads Summary I ) Minhmnmstom(p al(ic londingin weodmnee ccith 113C Table 1607.1 has not ben applied 2) ]it =,it.. scilli IBC'Enble 1607. 1. nnlninnm BCLL's do not apply. Load Case Lrl : Std Live Load Distributed Loads _Ment— Locrtion 1 tecnion 2 Ditcclion Spred Sun Load End Load Tnb Width Top Chd-I-114) 7.64) Down Pmj -20 psf -20 psf 24 in Load Case DI: Std Dead Load Distributed Loads Mcnbcr Locnion I L—tion 2 Diwc(ion Sp.d Stan Lord End Load Tnb Width 4Top Chili 1�1.11-0' (7L-q'. :Doss_nn iRaVxl Lpst, 9ps('! 124id!. Member Forces Summary Table indicates: McnbcrlD, lim CSL IT- a<ial tome. (n conpr force ifdiltcrenl fmin am axial tote) TC 6-1 0.460 4N Ibs 2-3 1.01() -1,275 Ibs 1-2 0.960 -1.24.1 Ibs 3-7 r1.54(1 60 Ibs BC 3S 0.570 1.115 Ibs 5-1 0.537 1.115 lb._ Wrbs 2-5 0,010 551bs Notes: 1) When this truss has been chosen forqualln assuruncc inspection. (lie Plane Placcncnt Method perlPl 1-2002/A3.2 sh;dl be usod. Cq = 1.17. 2) Building Desigiershall nerifl selfweight ofthe hiss mid otherdad Iood rninlcrinls do no(esceed BCDL(t psf. 3) Ben ingncneri:d shown in the above inble hats onh been cheat d forresislame perycndicul rto gain. and does not indicate ;degmacy ofnnledal forolherdesign consid—lions. NOTICE Acopr of this desigt shall be fumishcd to the creation con(r.Ic(or. The design ofthis individual tmss is based on design criteria and requirencnts supplied be IhcTmss MmInfi elurernad relics upon the ;tcama Simpson Strong -Tie Company :rod mnpleteness oflhe infonmtion set forth by the Buildinglksigner A sail on this drneing indicates ancmptaolm ofpmfessional enynmring msponsibility'solclr for the Imss eonponenl design shown. See the cover pnW and (he'lnport:mt Infomrdion k General Notes' page foradditionnl iuf mnlion. All conneelor plates shall be nmmfactuacd by Sinpson Stronglic Conpnny. Inc in —chum. with ESR-2762 . All c.nneemrplales are 20 gmlp, unless the specified plate sire is followed by a "-1 N" which indicates ant 18 b uge plate, or "SW 18", schich indimtes n high tension 18 gmw plate. CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Flat Tile Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware) Comp Mount Type C Roof Slope 180 Rafter Spacing 24" O.C. Framing Type / Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Span ,Standing Seam/TrapSeam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Heigh - t h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 24.9 psf Wind Qraccura Ext. Pressure Coefficient Up GC -0.88 Fig. 30.4-2A/B/C-SA/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 Up POP) -21.8 psf Wind Pressure Down P down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 52" Max Allowable Cantilever Landscape _ 24" _ 24" Standoff Configuration Landscape Not -Staggered Max Standoff Tributary Area Trib 26 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -295 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 59.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 52" Max Allowable Cantilever Portrait 20" _ 24" Standoff configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -197 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.4% ABBREVIATIONS ELECTRICAL NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERT1ED VIA A AC ALTERNATING CURRENT UL—LISTED POWER —CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY —RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET —BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE 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 GRO'UNDFGONDUCTORS. S STAINLESS .STEEL STC STANDARD TESTING CONDITIONS Fp p� TYP TYPICAL ��� �S PS TERRUPTIBLE POWER SUPPLY UVOLT Vmp VOLTAGE AT MAX POWERNe�ON Voc VOLTAGE AT OPEN CIRCUIT J S�NP�,0W WATT ��� 313 EMA 3R, RAINTIGHT � a �� Sol �Nepa LICENSE ®'G�EMER-AL NOTES CA # 888104 1. ALL WORK TO BE DONE TO THE 2013 C-10 CALIFORNIA BUILDING CODE, 2013 CALIFORNIA PLUMBING CODE, AND THE 2013 CALIFORNIA RESIDENTIAL CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY MODULE GROUNDING METHOD: ZEP SOLAR THE 2013 CALIFORNIA ELECTRIC CODE. AHJ: Diamond Bar JURISDICTION NOTES INTERIOR AND EXTERIOR CONDUIT ARE TO BE PAINTED TO MATCH EXISTING PAINT CONTRACTOR TO PROVIDE LADDER FOR ACCESS TO ROOF FOR INSPECTION OF PANELS AND ROOF MOUNTED SYSTEM. UTILITY: Southern California Edison 111, CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-91 78426 00 PREMISE ONNER: CONTAINED SHALL NOT BE USED FOR THE GONZALEZ, JUAN CARLOS BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 24011 PALOMINO DR PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: DIAMOND BAR, CA 91765 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) KYOCERA # KU2656ZPA APN: 8281025034 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. Multiple Inverters 5624120990 VICINITY MAP GONZALEZ RESIDENCE 10.6 KW PV ARRAY PAGE NAME: COVER SHEET INDEX PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 RE —ROOF DETAILS PV6 THREE LINE DIAGRAM PV7 ELECTRICAL CALCULATIONS PV8 SITE PLAN PLACARD CUTSHEETS ATTACHED REV BY DATE COMMENTS REV A NAME DATE COMMENTS # # # # DESIGN: Dhairya Parikh SHEET: REV: DATE:- PV 1 10/27/2015 ,solarCity. 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-10 8 F:(650) 638-1029 (B88)—SOL—CITY (765-2489) wwr.solarcity.com K N Front Of House PITCH: 18 ARRAY PITCH: IS MP1 AZIMUTH: 158 ARRAY AZIMUTH: 158 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH:248 ARRAY AZIMUTH: 248 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH: 18 MP4 AZIMUTH:338 ARRAY AZIMUTH: 338 MATERIAL: Comp Shinqle STORY: 2 Stories (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS jEa3l DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS t.c LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR — — — CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED I%r/ ` I INTERIOR EQUIPMENT IS DASHED L=J SITE PLAN Scale: 3/32" = 1' _ 01, 10' 21' 3 CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: J B-9178426 00 "K`WX °w""` vc�r""°. GONZALEZ, JUAN CARLOS GONZALEZ RESIDENCE UL �'; Dhairya Parikh ; \\�,�SolarCity MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 24011 PALOMINO DR 10.6 KW PV ARRAY �'� PART TO OTHERS OUTSIDE THE RECIPIENTS DIAMOND BAR CA 91765 MODULES ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) KYOCERA # KU2656ZPA 3055 ClearAew Way San Mateo, CA 902 SHEET: REM DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY.INC. PAGE NAME: 5624120990 SITE PLAN PV 3 10/27/2015 T:(650) 638-1028 F:(650) 638-1029 (am)-sot.-aw (765-2489) www.ealaralty.aam INVERTER: Multiple Inverters PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. CSEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. C(6)INSTALL LEVELING FOOT WITH BOLT & WASHERS. (E) 2x4 SIDE VIEW OF MP2 NTS � D MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 4811 2011 TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 248 PITCH 18 ARRAY AZI 248 PITCH 18 STORIES: 2 Comp Shingle 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. KGB NUMBER: J B-9178426 00 MOUNTING SYSTEM: Comb Mount Tvoe C (40) KYOCERA # KU2656ZPA IMTER: Inverters GONZALEZ, JUAN CARLOS 24011 PALOMINO DR DIAMOND BAR, CA 91765 5624120990 (E) 2x4 SIDE VIEW OF MPI NTS (A�� MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 20" �� TOP CHORD 2x4 @ 24 OC BOT CHORD 2x4 @24" OC ROOF AZI 158 PITCH 18 STORIES: 2 ARRAY AZI 158 PITCH 18 Comp Shingle (E) 2x4 D SIDE VIEW OF MP4 NTS MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 20" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 338 PITCH 18 ARRAY AZI 338 PITCH 18 STORIES: 2 I Comp Shingle GONZALEZ RESIDENCE 10.6 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS DESIGN: Dhairya Parikh SHEET: REV. DATE: PV 4 10/27/2015 ,w1;SolarCity 3055 Clearvier Way San Mateo, CA 92 T:(650) 638-8 10 440F:(650) 638-1029 (888)-SOL-CITY (765-2489) ww.solarcity.com RE -ROOF DETAILS TUE'Cr' 7 LAn— LIA%/C DCCAI DC DlV1CCr) CAITIDCI V y�� ARRAYS DUE TOLIMITEDSPACE KLMOVL AND KLF'LA(;L LMMN NEW COMPOSITION SHINGLE ROOFING OVER FELT BASE EXISTING ROOF SHEATHING AND FRAMING 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 NUMBER: JB-9178426 00 MOUNTING SYSTEM: COMD Mount Twe C (40) KYOCERA # KU2656ZPA INVERTER: Multiple Inverters BIRDSTOPS/PEST ABATEMENT AROUND ENTIRE ARRAY PERIMETER SEE STRUCTURAL VIEWS PAGE FOR STANDOFF DETAIL MALLEABLE LEAD FLASHING BELOW THE ARRAY. TO THE SIDES OF THE ARRAY, WE'LL USE REGULAR METAL FLASHING REMOVE AND REPLACE EXISTING ROOF TILES REMOVE AND REPLACE EXISTING BIRDSTOPS CONTINUE NEW COMP SHINGLE TO EXISTING DRIP EDGE EXISTING ROOF SHEATHING AND FRAMING BATTENS WITH -GAPS FOR WATER DRAINAGE OVER COMP SHINGLES CONTINUOUS SHEET METAL FLASHING GONZALEZ, JUAN CARLOS 24011 PALOMINO DR DIAMOND BAR, CA 91765 5624120990 NEW COMPOSITION SHINGLE ROOFING OVER FELT BASE GONZALEZ RESIDENCE 10.6 KW PV ARRAY PAGE NAME -- RE -ROOF DETAILS Dhairya Parikh SHEET: REV. DATE P V 5 10/27/2015 (E) LBW �;;SolarCity� IWA 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-10, (88B)—SOL—CITY (765-2489) ww.adarcity.com BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: MPU AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 222010-533923 Overhead Service Entrance N 225A MAIN SERVICE PANEL N 20OA/2P MAIN CIRCUIT BREAKER Voc* = MAX VOC AT MIN TEMP POI (I) Sa%eg'dxRo Copper my I; m' vNyiounuea HIN-(1)ABB # PVI-5000-OUTD-US-Z-A �pBE�� A Inv 2: DC Ungrounded FCI Inverter,Zigbee 5000W, 24OV, 96.-(1)ABB # PN-4.2-OUTD-S-US-Z-A EL: B FCI Inverter, Zigbee 420OW, 24OV, 98R ADJUST MIN. ACTIVATION VOLTAGES! Inverter 1 IND ABB 'VI-5000-OUTD-US-Z-A �— zaov ---lN I - (40)KYOCERA # KU2656ZPA PV Module; 265W, 238.1W PTC, 40MM, Blk Frm, H4, ZEP, 1000V, Blk Voc: 38.3 Vpmax: 31 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER SolarCity A C—'C---1---------- 41 ------------- i--(--1-0----- L--- IN. ACTIVATION VOLTAGES! Inverter 2 IND ABB VI-4.2-OUTD-S-US-Z-, zaov ---lN (1)Conduit Kit; 3/4* EMT SolarCity Backbar C-10 Dc—/ Vstart = 200V Dc- I MP 2: l — EGC _ _�_ II DCVstart = 200V c- C• MP 1: 2x7 1 C- GC J------------------i I Vstart = 200V MP 4: 1x9 --——————— — ----� I I I Vstart = 200V — MP4� --- r ACA (2)SolorCit2x2 STYRINGS,S NIFTRNUSED" ROUNDEDX DC nd (1) AwG #6, Solid Bare Copper - ( 1) Ground Rod; 5/8* x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 9 ( 1 ) AWG #10, THWN-2, Black O IsF- (1)AWG #10, THWN-2, Red L (1)AWG #10, THWN-2, White ........ -0)AWG #8,.THWN-2,. Green .. (1 )AWG #10. THWN-2, Black NEUTRAL Vmp =240 VAC Imp=23 AAC EGC/GEC.-(1)Cond0t Kit;.3/47 EMT. ... .... O © (1)AWG 18. THWN-2, Black (1) AWG #8, THWN-2, Red (1)AWG #10, THHWTH"7Z.green. EGC..... (1)AWG 110, THWN-2, Black (1)AWG 110, THWN-2, Red Voc* = 298.02 VDC Vmp = 217 VDC . . . ... . .. ... Voc*=340.59VDC Vmp = 248 VDC Isc = 18.52 ADC Imp= 17.1 ADC . .... . Isc =9.26. ADC Imp= 8.55 ADC (2)AWG #10, PV Wire, 60OV, Black (1) AWG 110, Solid Bare Copper EGC O I (4)AWG #10, PV Wire, 600V, Black O (1 ) AWG #10, Solid Bare Copper EGC Voc = 340.59 VDC Vmp 248 VDC Voc*-298.02VDC Vmp - 217 VDC Isc = 9.26 Imp= 8.55 Isc -9.26 Imp= 8.55 ADC ADC ADC ADC ®� (1)AWG #10, THWN-2, Red (1)AWG #10, THWN-2, White - (1)AWG #8,. THWN72,. Green . NEUTRAL Vmp =240 VAC Imp= 20 AAC , EGC/GEC.- (1) Conduit. Kit;. 3/47 ,EMT, .. ... .. O ® 1 AWG 0, THHN WN-2, Green. EGC . (. ) ... fl......%TM. (1)AWG 110, THWN-2, Block (1) AWG 110, THWN-2, Red (1) AWG i10, TIiHN/TIiWN-2,, Green, EGC ......_ (1)AWG #10, TIiWN-2, Black (1)AWG #10, THWN-2, Red r 0 Aur- sin Tuuu Mm-,) rr— crr ...................................... Voc* = 383.17 VDC Vmp = 279 VDC ......... Voc* 383.17 VDC Vmp = 279 VDC Isc = 9.26 Imp= 8.55 ............ Isc - 9.26 Imp= 8.55 ADC ADC ADC ADC . (2) AWG #16, Pv Wire, 60OV, Black O (1) AWG #10, Solid Bare Copper EGC ........ )Ak 0 ........................ (2)AWG #10, PV Wire, 600V, Black ® (1)AWG 110, Solid Bare Copper EGC IJ Voc* = 383.17 VDC Vmp = 279 VDC ......... Voc* - 383.17 VDC Vmp = 279 VDC Isc = 9.26 Imp= 8.55 ... Isc - 9.26 Imp= 8.55 ADC ADC ADC ADC CONTAINED ASHALL NOT BEUSEDFOR THE �� NUMBER: J B— 917 8 42 6 00 PREMISE OWNER: DESCRIPHON: GONZALEZ, JUAN CARLOS GONZALEZ RESIDENCE utzabw: Dhairyo Parikh \\\ �s�,`COlar�l+" MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 24011 PALOMINO DR 10.6 KW PV ARRAY �•��� J l.�/= PART TO OTHERS OUTSIDE THE RECIPIENTS DIAMOND BAR CA 91765 Moou�Es ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) KYOCERA # KU2656ZPA 3055 Clearview Way San Mateo, CA 94402 SHEET: REV: DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 5624120990 THREE LINE DIAGRAM PV 6 10/27/2015 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CITY (765-2489) www.solarcity.com INVERTER: Multiple Inverters ELECTRICAL CALCULATIONS String and 2 Combined Strings Module Type: Module Count: Kyocera 265W 1000V 22 Branch Circuit Individual MPPT 2 strings per Branch A 7 modules per series string Icont = (Amps): 11.58 1 strings per Branch B 8 modules per series string String Branch A Branch B Conductor: Conductor: Conductor: Icont * 1.25 = (Amps) 14.47 28.94 14.47 30 deg C ampacity = 40 55 40 PV Wire Size: AWG #10 AWG #8 AWG #10 Icont = (Amps) 11.58 23.15 11.58 Start ampacity 40 55 40 Temperature derate (%=F) 0.71 0.71 0.71 Conduit fill derate (%=#) 1 0.8 0.8 Derated ampacity 28.4 31.24 22.72 Icont * 1.25 = (Amps) 14.47 28.94 14.47 Ampacity 40 55 40 Inverter Output Inverter Type: Inverter Count: ABB PVI-5000-S AFCI 1 ABB PVI-4.2-S AFCI 1 Icont * 1.25 = (Amps) 28.75 OCP Size = 30 Conductor 3: AWG #10 THWN-2 Icont * 1.25 = (Amps) 28.75 30 deg C ampacity = 40 Icont = (Amps) 23 Start ampacity 40 Temperature derate (%=F) 0.91 Conduit fill derate (%=#) 1 Derated ampacity 36.4 Icont * 1.25 = (Amps) 28.75 Amoacity 35 Total Icont = (Amps): 23 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 NUMBER: JB-9178426 00 PREMISE OWNER: DESCRIPTION: GONZALEZ, JUAN CARLOS GONZALEZ RESIDENCE 24011 PALOMINO DR 10.6 KW PV ARRAY DIAMOND BAR CA 91765 ' PAGE NAME 5624120990 ELECTRICAL CALCULATIONS DE51GN: Dhairya Parikh \\�,�SolarCity ��' MIXINTING SYSTEM: CompMount Type C MODULES: (40) KYOCERA # KU2656ZPA 3055 Clearview Way San Mateo, CA 94102 T:(650) 638-1028 F:(650) 638-1029 (BM)-SOL-CITY (765-2489) www.Warcity.com SHEET: REV DATE: PV 7 10/27/2015 INVERTER: Multiple Inverters CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 24011 Palomino Dr UTILITY SERVICE INVERTER AND DC DISCONNECT INVERTER AND DC DISCONNECT r--------------------------� SOLAR PHOTOVOLTAIC ARRAYS) L- - - - - - - - - - - - - - - - - - - - - - J PHOTOVOLTAIC BACK -FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V 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. KGB NUMBER: J B-9178426 MOUNTING SYSTEM: Como Mount TvDe C (40) KYOCERA # KU2656ZPA INVERTER: Multiple Inverters JB-9178426-00 GONZALEZ, JUAN CARLOS 24011 PALOMINO DR DIAMOND BAR, CA 91765 5624120990 GONZALEZ RESIDENCE 10.6 KW PV ARRAY PAGE NAME -- SITE PLAN PLACARD DESIGN: Dhairya Parikh SHEET: REµ DATE PV 8 10/27/2015 .; SolarCity s 3055 CleaNew Way San Mateo, CA T:(650) 638-1028 OF:(650) 638-1029 (88B)—SOL—CITY (765-2489) www.sdarcity.com Label Location: PHOTOVOLTAIC POVVER SOURCE (C)(IC)(CB) Per Code: CRC R331.2 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: (INV) Per Code: CEC 690.5(C) Label Location: (AC) (POI) Per Code: CEC 690.14.C.2 Label Location: (AC) (POI) Per Code: CEC 690.54 Label Location: (AC) Label Location: (DC) Per Code: CEC 690.17 Label Location: (POI) Per Code: CEC 705.12.D.7 Label Location: (POI) Per Code: CEC 690.54-1 CEC 690.17 Label Location: (D) (POI) Per Code: CEC 690.64.B.4 Label Location: (POI) Per Code: CEC 705.12.D.7 Label Location: (DC)(INV)(CB) Per Code: CEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (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 -�� r��j 3055 Clearview 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�arCity(888)-SOL-CrY(765-2489)www.solarcity.can SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. yr,I,, t$olarCit Y I ®Zep I ' Solar Next -Level PV Mounting Technology `r=�SolarCity Zep Solar Next -Level PV Mounting Technology .Zep System for composition shingle roofs C r,OMVAT/6 N a� Description PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules °pMPpj� Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" LISTED Specifications • Designed for pitched roofs • 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 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 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 ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM Components Leveling Foot Part No. 850-1172 ETL listed to UL 467 Comp Mount Part No. 850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Interlock Part No. 850-1388 Listed to UL 2703 zepsolar.com Ground Zep V2 Part No. 850-1511 Listed to UL 467 and UL 2703 Array Skirt, Grip, End Caps Part Nos. 850-0113, 850-1421, 850-1460, 850-1467 Listed to UL 1565 DC Wire Clip Part No. 850-1448 Listed to UL 1565 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 ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM Designed for residential and small The wide input voltage range commercial PV installations, this makes the inverter suitable to low inverter fills a specific niche in the power installations with reduced ABB product line to cater for those string size. installations producing between The transformerless operation offers 5kW and 20M high performance efficiencies of up to 97.1 %. This inverter includes dual input Free remote monitoring capability section to process two strings with available with every installation. This independent Ill enables homeowners to view their The high speed and precise MPPT energy production and offers installers algorithm offers real-time power a proactive and economic way of tracking and energy harvesting. maintaining and troubleshooting the Flat efficiency curves ensure high system. efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range. This outdoor inverter has been designed as a completely sealed unit 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 „ 11 IN for abetter world" M 1NI MP 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 Type code PVI-5000-OUTD-US PVI-6000-OUTD-US Input side Nominal output power 5000W 6000W Rated grid AC voltage 208V I 240V I 277V I 208V I 240V I 277V Input side (DC) Number of independent MPPT channels 2 Maximum usable power for each channel 4000W Absolute maximum voltage (Vmax) 600V Start-up voltage (Vstart) 200V (adj. 120-350) Full power MPPT voltage range 200 - 530V Operating MPPT voltage range 0.7 x Vstart - 580V Maximum current (Idcmax) for both MPPT in parallel 36A Maximum usable current per channel 22A Number of wire landing terminals per channel I 2 Pairs Array wiring termination I Terminal block, pressure clamp, AWG16-AWG6 Output side (AC) Adjustable voltage range (Vmin-Vmax) I 183V-228V I 221 V-264V I 244V-304V I 183V-228V I 211 V-264V I 244V-304V Grid frequency I 6011z Adjustable grid frequency range I 57-60.511z Maximum current (I,�,,»„) A_ I 27A_ 23A,,,, I 20A_ I 30A_ I 28A_ I 24Ao„, Power factor > 0.995 Total harmonic distortion at rated power < 2% Contributory fault current, 36.25 AO/ 36.5 Ap/ 31.75 Aok/ 36.25 Ank/ 36.5 A ,/ I 31.75 Aok/ 25.63A,,,,,. 25.81 A, ,,,,,. 22.45A,,,,, 25.63Ae„� 25.81 A „ 22.45A,,,,,. Ambient air operating temperature range I 13T to +140°F (-25°C to +60°C) 13" F to +14D"F (-2b"c to +bu"U) wan derat, above 122°F (50°C) Ambient air storage temperature range 1 -40T to +1715T (-40"C to +80°C) 1 -40"F to +176T (-40°C to +80°C) Relative humidity 1 0-100% RH condensing 1 0-100% RH condensing Acoustic noise emission level I < 50 db (A) ®1 m I < 50 db (A) ®1 m 2. Inverter can apply that much current - Breaker will open 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD This family of single-phase string inverters complements the typical number of rooftop solar panels enabling homeowners 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, or unbalanced strings (for example: East and West). The dual -input sections with independent MPPT enable a more optimal energy harvesting condition. L Additional highlights — RS-485 communication interface (for connection to laptop or data logger) An— Available with the optional VSN300 AQQ �j _ Wifi Logger Card for easy andG•:, affordable wireless monitoring I — Compliant with NEC 690.12 when 1 used with ABB's Rapid Shutdown device- - Comes standard with DC Arc Fault 1 i Circuit Interruptor (AFCI) to comply with NEC 690.11 =max A� Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US � Generals specifications .- ' [r +"+l ... F Nominal output power �V7Vt7VS7V�'-3�0vS07VC0RvWt-y�-Vv7VSTv�-r' 3600W �+VS3wvR7v�-r� 3800WVV r' r' 4T20V0VW7-r' 4 .- -J` Maximum output power wattage vv W I W I W I W I� W 1 W I W IOW ' Rated grid AC voltage 208V 1240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277 Input side DC Number of independent MPPT channels 1 2 1 2 1 2 1 2 .j Maximum usable power for each channel 200 WW —� 3000W 3000W ----I 3000W Absolute maximum voltage max 600V Start-up voltage Vstart 2000V�. . 120-350V) _ • •!, Full power MPPT voltage range 160-530V— I 120-530V I 140-530V—140-530V_ O eratin MPPT volta a ran a 0.7 x Vstart - 580V (a90\J _ axlmum current cmax or of n parallel 20A 32A 32A 32A ----I16A _� Maximum usable current per channel 10 A 16A 16A axlum s ort clrcuitcurrent limit per m 12.5A 20.OA 20.OA 20.OA channel Number of wire landing terminals per channel 2 pairs Array wiring termination Terminal block, pressure clamp, AWG20-AWG6 '- • _— Output side (ACconnection Grid connection type �%�plrt- ���It��10%S�It- 1 i0%Split- 2W T� 0/3W 2W 2W 0/3W 0/3W� 2W 2W 0/3W 2V I I I I I I I I I I I Ind Adjustable voltage range (Vmin-Vmax) M �2W �2W � ��� Z�VI ,�9��� 4n4v l ggAV 12�V 1 .t� 99AV I 964V 1 '101 Maximum current (lama) 114.5A 114.5A 112.OA 117.2A 116.OA 116.OA 116.OA 116.OA 116.OA 120.OA 120.OA 120.OA Power factor > 0.995 adjustable to f08_ The high-speed MPPT offers real- Highlights Total harmonic distortion at rated ower < 2% time power tracking and improved - Single-phase and three-phase output Grid wiring termination type ITerminal block, Pressure clamp, AWG20-AWG6 energy harvesting. grid connection Input protection devices The flat efficiency curve ensures high- - Wide input -voltage range for Reverse polarity protection Over -voltage protection type I Yes Varistor, 2 for each channel efficiency at all output levels allowing increased stringing flexibility and PV array ground fault detection Pre start-up R,° and dynamic GFDI (requires floating arrays) a consistent and stable performance energy harvesting Output protection devices across the entire input voltage and P 9p —The high-speed and precise MPPT Anti-islandin protection Over -voltage protection type I Meets UL1741 / IEEE1547 re uig rements Varistor, 2 La / L, - output power range. algorithm offers real-time power Maximum AC OCPD rating I 20A I 20A I 15A 25A 20A 20A 20A 20A 20A 25A 25A1 25A The transformerless operation gives the tracking and improved energy Efficiency highest efficiency of up to 97.0 percent. harvesting Maximum efficiency CEC efficiency I 96.9% I 97% I 97% I 97% 96% The wide input voltage range makes — Outdoor NEMA 4X rated enclosure Operating performance the inverter suitable to low -power for unrestricted use under any Nighttime consumption I < 0.6W,,,,, installations with reduced string size. environmental conditions Stand-by consumption Communication I < 8w_„, This rugged, outdoor inverter has - Integrated DC disconnect switch User -interface 16 characters x 2 lines LCD display been designed to be a completely in compliance with international Remote monitoring (1xRS485 Incl.) VSN700 _Data Logger (opt.), VSN300 Wifi Logger Card (opt.) sealed unit, to withstand the harshest Standards (-S Version) Environmental Ambient air operating temperature range I -13°F to r140°F -25°C to 60°C with derating above 122°F 50'C environmental conditions. Ambient air storage tem erature range -40°F to i176°F -40°C to +80°C Relative humidity 0-100% RH condensing Acoustic noise emission level < 50 do A ®1 m Maximum operating altitude without derating 6560ft (2000m) Power and productivity Capability enabled at nominal AC voltage and with sufficient DC power available. for abetter world" PUMP 2 ABB solar inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-0UTD Block diagram of PVI-3.0/3.6/3.8/4.2-TL-0UTD Support and service For more information please contact © Copyright 2015 ABB. All rights I„I.1,., � UlkUR6 ^ GBoa,RAEtEE I ABB supports its customers with a your local ABB representative or visit: reserved. Specifications subject to INV1NEIN RELAY LL dedicated, global service organization change without notice. .1 IN, IN, N in more than 60 countries, with strong www.abb.com/solarinvertersINI.11, regional and national technical partnerIN1.]nUc _ networks providing a complete range of www.abb.comAFDI I 2g11T`gJ1. life cycle services. o Ix11«1 a ♦ W] I � Re Ri[CI WPAFNI ❑ � � m0 Z IN] IH] Mx IN] W] RE W ♦ixR W WIRING BOX LEMRn] m TUVR1eiNentl /� 1 1 Q + CWtX 0�„�m m[co„m G ut US I.E. LJ p PP { o DE-01 Y „ This inverter is marked with one of the --un � two certification marks shown here (fuV or CSA). Renate control function not availaole on -A verson PVI-4.2-OUTD-US PVI-4.2-OUTD-US m - —zmvm • � 1 , x —smvm sa aa�vm � re . m o 0% 1016 x0% l0% R % SMY 6M JO% Sow 9D% 11N ♦%or RataE ORIyu, Po 1 Vn Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US Dimensions H x W x D 1 33.8 x 12.8 x33.8 X 12.8 x 8./in(8by x 320 xx x 222mm)` Weight <47.3lb (21.3kq)z Shipping weight < 6011b (27.0kq)z Mounting system Wall bracket Bottom: pre -drilled opening Tor inch conduits and concentric mar ing<�—Tr ii-nci (both sides) and 11h inch conduit (DC side only) Conduit connectionsz Sides: (2) pre -drilled opening for-6 inch conduits with concentric markings for 1 inch (both sides) and 1 biz inch conduit (DC side only) Safety and EMC standard I ` _ ' ` _ '' — I RggR FCC Part 1 F Class R V V VV v V wlm uc swltcn, wiring oox, arc rat interrupter 2. When equipped with optional D switch All date is subject to change without notice Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD I ABB solar inverters 3 Power and productivity „ ,t 11 for abetter world'" II UP IP �KyOCERa 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 61215/61730, and ISO 14001 GOMPq T� e N ~FA 0v C �L US - OOMPP�� KU-60 1000V Z Series -- KU265-6ZPA ELECTRICAL SPECIFICATIONS Pm„ 265 W VmP 31.0 V mP 8.55 A Voc 38.3 V lu 9.26 A ptmeana +5 J-0 % Operating Cell Ternpeiature ConditionsNominal TN. 45 °C P_ 191 W VmP 27.9 V ImP 6.85 A V. 35.1 V Iu 7.49 A PTC 238.1 W Tempeiature Coefficients PTei -0.45 %/ °C VmP -0.48 %/°C ImP 0.02 %/°C V_ -0.36 %/°C lu 0.06 %/°C Operating Temp -40 to +90 °C Series Fuse Rating 15 A Maximum DC System Voltage (UL) 1000 V Hailstone Impact in (25mm) @ 51 mp (23mis) 'Subject to simulator measurement uncertainty of +l- 3%. KYOCERA reserves the right to modify these specifications without notice. WARNING: Read theon struction manual m its entirety Pnor to handling, installirg & operat- ing Kyo el a Sol modules. 040215 KU-60 1000V Series MODULE CHARACTERISTICS Cells per module: 60 (6 x 10) Dimensions: 65.43in 1 38.98in / 1.57in length/width height (1662mm/990mm/40mm) Weight: 45.2lbs (20.5kg) PACKAGING SPECIFICATIONS Modules per pallet 20 Pallets per 53' container. 36 Pallet box dimensions: 66in/40ini43in length/width/height (1675mm/1005mm/1055mm) Pallet box weight: 1015lbs (460kg) Grounding Hole Slotted Nountine Hole O. IG" (4-) 0.35-xO.47' (9mxl2,* FRAME CROSS SECTION DIAGRAM or 41- 10-1 I. u-as•a LONG/SHORT SIDE OUR VALUED PARTNER 6990 ® ZS COMP I GROUNDING AND BONDING ZepSolar ZepSolar 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. Ground Zep Down -roof ZS Comp Cutaway Illustration Interlock (Key side shown) Zep Compatible module with Zep Groove Leveling Foot 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, 2013 4:45 PM Interlock INP r ie : ODOM r UL ListeJ to UL 2703 Tongue side Key Side Bonding Tongue Side Bonding Tongue side in closed position Cutting "teeth" Side view Interlock Module fp I y� Bonding locations 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 r Module r !A�-- 1 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 certified bonding path Document 800-1478-001 Rev A www.zepsatar.com PAGE: 205 ® 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, 2013 4:45 PM ZepSolar Interlock, continued Qftft Part No. 850-1388 UL Listed to ILL 2703 Bonding Path - Key and Tongue ZS COMP I GROUNDING AND BONDING The Interlock bonds modules on all sides to create a hyper - bonded array where every module is structurally and electrically bonded to the surrounding modules. Module ` / t� Interlock l Bonding Path - Array Interlock Bonding path %y �,, /'✓ IVII b'a b'a b a �- �'a "A, a b a 1 Down -roof Tongue side Key side Document 800-1478-001 Rev A www.zepsotar.com PAGE: 3 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, 2013 4:45 PM 9. ZepSolar Leveling Foot Part No. 850-1397 ILL Listed to UL 2703 ZS COMP I GROUNDING AND BONDING Tongue side -IKey side The Leveling Foot top portion (the Rockit) has a stainless steel spring clip that bonds to the adjacent module frame on both Key and Tongue sides. Leveling Foot - Bonding With Module Frame Key side inserts into Zep Groove (rock -in) Module in next row drops in on the Tongue side Bonding Path - North and South Modules ® M U Leveling Foot b b a Bonding path a a a a a � a a. r--m---+d—t Down -roof Tongue side Spring clip Bonding location on Key side ....-. -._,..tcreatesforced ._____-_._.-_ interference between Zep Groove and spring clip, cutting into module frame, removing anodizalion and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsotar.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 ZepSolar Ground Zep Setscrew / Key side Ground wire channel Part No. 850-1172 UL Listed to UL 467 and UL 2703 Ground Zep Installation ZS COMP I GROUNDING AND BONDING The Ground Zep provides a single point of connection for the Equipment Grounding Conductor (EGC) from the array to a building ground. 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 is pointing straight up. channel. Tighten set screw using torque values shown in the ZS Comp Installa- tion Manual. Bonding Path - Array to Ground b � /.r Ground Zep � I I. - - Equipment Ground ,j Conductor - - - - --- --- -- --` ._.- - — -_ _ Bonding path i I I it Dawn -roof Document 800-1478-001 Rev A www.zepsotar.com PAGE: 50f 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, 2013 4:45 PM St�.11�ci,.]rci :tot 9J The SolarCity Standard Box 4J is a 4-String unfused Junction Box. The box is highly configurable and adaptable using the (4) jumper blocks included in each box. A factory installed cordgrip enhances installer productivity. �p000o OpQ ®la it yo October 2013 o Manufactured to meet UL 1741 Standards. o Non -Metallic, Corrosion Resistant NEMA 4X Enclosure. o Factory -Installed Cordgrip Enhances Installation Speed. o Break-Thru Skinned -Over Glands on Cordgrip Provide Weathertight Seal for All Configurations. o Easily Configurable Terminal Blocks Permit Adaptation to Site -Specific Stringing Needs. Technical Data / Specifications OA Voltage Rating [VDC] : 600V © Maximum DC Current [A]: 57A © Maximum Continuous Current [A]: 42A 0 Maximum Voltage [VDCj: 600V OE Wire Size Range [AWG]: #6 to #14 0 Enclosure Rating: NEMA 4X © Operating Temperature Range [°C]: -40 to 50 OH Typical Overall Dimensions [in]: 8"x6"x4" NOTICE OF COMPLETION `, AND AUTHORIZATION TO APPLY THE UL MARK 12/21/2013 Solarcity Corp Alex Yang 3055 Clearview Way San Mateo Ca 94402-3709, Us Our Reference: E318537, Volume 1 Project Number 4786083586 Your Reference: A.Yang 10/7 Project Scope: Investigation of Photovoltaic (PV) System Combiner Box, model "SolarCity Standard Box 4C" and Photovoltaic (PV) System Transition Box, model "SolarCity Standard Box 4J" to UL 1741 Standard. Dear Alex Yang: Congratulations! UUs investigation of your product(s) has been completed under the above Reference Number and the product was determined to comply with the applicable requirements. This letter temporarily supplements the UL Follow -Up Services Procedure and serves as authorization to apply the UL Mark at authorized factories under UUs Follow -Up Service Program. To provide your manufacturer(s) with the intended authorization to use the UL Mark, you must send a copy of this notice to each manufacturing location currently authorized under E318537, Volume 1 and including any special instructions as indicated in the addendum to this letter. Records in the Follow -Up Services Procedure covering the product are now being prepared and will be sent in the near future. Until then, this letter authorizes application of the UL Mark for 90 days from the date indicated above. Additional requirements related to your responsibilities as the Applicant can be found in the document "Applicant responsibilities related to Early Authorizations" that can be found at the following web -site: htto:/Iwww.ul.com/EAResponsibilities Any information and documentation provided to you involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives if you have any questions. Very truly yours, Jon Adonay 408-754-6630 Engineering Associate Lead Jon.Adonay@ul.com NBKD9C5-90BA67 Reviewed by: William R. Carney 8471664-1088 Chief Engineer Director I Will iam. R. Carney@ul.com This is an electronically generated letter Signatures are not required for this document to be valid. Page 1 of 1