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BSOL2016-008751770 Avenida Madero BSOL2016-0087 C. r I 78-495 CALLE TAMPICO ` LA QUINTA, CALIFORNIA 92253 A Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: BSOL2016-0087 51770 AVENIDA MADERO 773154001 HEI NY / 4.6kW PV SYSTEM $10,296.00 Applicant: VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE 560 LEHI, UT 84043 D ZP VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/20/2016 Owner: ELWIN HEINY 619 ST ANDREWS LOOP - (18) 260W PANELS+P300 OPT/(1) INV CRESWELL, OR 0 CITYOFLA QUINTA OMMUNITY DEVELOPMENT DEP;4 RTMFNIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C46, C10 License No.: 973756 Date: 016110 Contractor: 'Y OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from 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).: ( ) 1, 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 Add Contractor: VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE 500 LEHI, UT 84043 (855)877-2974 Lic. No.: 973756 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' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 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 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 7 Applicant: f IF WARNING: FAILURE TO SECURE WORKERS' 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 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 state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes.. Date: t dd G Signature (Applicant or Agent): DESCRIPTION FINANCIAL •• ACCOUNT • QTY AMOUNT PAID PAIDIDATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 5/20/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VIVINT SOLAR DEVELOPER LLC CHECK R15678 1862 RSE Total Paid for BUILDING STANDARDS.ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 5/20/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VIVINT SOLAR DEVELOPER LLC CHECK R15678 1862 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 5/20/16 PAID BY METHOD. RECEIPT # CHECK # CLTD BY VIVINT SOLAR DEVELOPER LLC CHECK R15678 1862 j RSE Total Paid for ELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 5/20/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY VIVINT SOLAR DEVELOPER LLC CHECK R15678 1862 RSE Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: Description: HEINY / 4.6kW PV SYSTEM - (18) 260W PANELS+P300 OPT/(1) INV Type: SOLAR Subtype: Status: APPROVED Applied: 4/18/2016 SKH Approved: 5/3/2016 AOR Parcel No: 773154001 Site Address: 51770 AVENIDA MADERO LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 31 Lot: 24 Issued: UNIT 2 Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $10,296.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 4.6kW SOLAR ARRAY - (18) 260W YINGLI PANELS + P300 SOLAREDGE POWER OPTIMIZERS W/(1) SOLAREDGE SE3800A-US-R INVERTER [315SF] 2013 CALIFORNIA ELECTRICAL CODE. Printed: Friday, May 20, 2016 2:15:32 PM 1 of 2 SYS TEARS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AJ ORTEGA 5/4/2016 5/4/2016 EMAIL PAULA THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE. CONDITIONS NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE FAX EMAIL APPLICANT VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE LEHI UT 84043 (855)877-2974 businesslicensing@vivi nsolar.com . CONTRACTOR VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE LEHI UT 84043 (855)877-2974 businesslicensing@vivi nsolar.com OWNER ELWIN HEINY 619 ST ANDREWS LOOP CRESWELL OR 0 (855)877-2974 Printed: Friday, May 20, 2016 2:15:32 PM 1 of 2 SYS TEARS INSPECTIONS PARENTPROJECTS REVIEW TYPE REVIEWER SENT DATE DUE DATE REVIEWS RETURNED STATUS DATE CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE- RECEIPT # CHECK # METHOD PAID BY BY. BSA$ SB1473 FEE 101-0000-20306 0 $1.00 $1.00 5/20/16 R15678 1862 CHECK VIVINT SOLAR RSE DEVELOPER LLC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: PV SYSTEM -ARRAY, 101-0000-42403 0 $24.17 $24.17 5/20/16 R15678 1862 CHECK VIVINT SOLAR RSE FIRST 20 DEVELOPER LLC PV SYSTEM --ARRAY, 101-0000-42600 0 $24.17 $24.17 5/20/16 R15678 1862 CHECK VIVINT SOLAR RSE FIRST 20 PC DEVELOPER LLC Total Paid for ELECTRICAL: $48.34 $48.34 PERMIT ISSUANCE 101-0000-42404 0' $91.85 $91.85 5/20/16 R15678 1862 CHECK VIVINT SOLAR RSE DEVELOPER LLC Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: $141.19 $141.19 INSPECTIONS Printed: Friday, May 20, 2016 2:15:32 PM 2 of 2 C?`?LJ L.I SYS7EHIS PARENTPROJECTS REVIEW TYPE REVIEWER SENT DATE DUE DATE REVIEWS RETURNED STATUS DATE REMARKS NOTES 1ST BLDG NS (1 WK) AJ ORTEGA 5/3/2016 5/10/2016 5/3/2016 APPROVED ORIGINAL SENT DATE NOT SET AT SUBMITTAL, PROJECT FOUND AND REVIEWED ON THE SAME DAY. Printed: Friday, May 20, 2016 2:15:32 PM 2 of 2 C?`?LJ L.I SYS7EHIS I Bfn• # . Qty of La Quints _ BalkUng a Safety Division P.O Box 1504,78-495 Calle Tampico 4.QLdnta, CA 92253 -:(760) 777-7012 Building Permit Applicadon'and TracMng Sheet Perinft # D 1. Projeex Address: % ve e f Owner's Name . Gi A P. Number. 15 Li - Oa Address: / %i /rQ Af d :Legal Description: /Q City, ST, Zip. L'a Contractor. V ^ -K -3-t) R e la er LL C Telephone Y - Project Description: T4o Pn S . re/ 2sr Address J P/c ) City, ST, Zig: h e ,ate c 9 2 o? .3 r - v Telephone o-3 —O 91 6 ' / /_: - • V HCl. f f IAQW F State Lie. # : j 5--[, Ciry Lic. #a:ICal/so Arch., Engr., Designer: Address: t City., ST, Zip: - Telephone: State Lic: #: Construction Type- Ocarpancy: Project type (circle one): New A_ dd'n Alter Repan Demo Sq. Ft; it Stories: # Unity: Name of Contact Person: a tj 1 _Wt- ►a A- Telephone # of Contact Person: Estimated Value of Pmjmti 42 01 ,r 00. APPLICANT: DO NOT-WWm BELOW THIS UNE # Bobmlpal Req'd ' Ree'd TRA( ]IMG PERM r FEE9 Pign Sete Plan Check submitted Item Amonmt Structural Calea. Reviewed, ready for correcttou Plan Cheek Deposit. Truss Cara. Called Contact Person Pian Check Balance Title 24 Cal& Plane picked upConatracdan Flood plain plea . Phas resubmitted ; Mechanical Giadlog plan 3'! Review, ready for eorrectio esnt Electrical La SubcoaeactorList Called Contact Person laarbfng ' ' Grant Deed Plana picked up 91H.L H.O.A. Approval - Plans rtubmttted Grading 11Y iIOUSEr '•' Review; ready for correetionsfts9ne Devdoper Impact Fee Planotag Approv'+l• Called Contact Person A.LP.P. Pub. WkL Appy "' Date of permit issue School Fees mit Fees ' Tj p PIAP6/L, JAWI APR IS 20% 'CITY•OF LA OUINT'fA COMMUNITY DEVELOPMENT `g p UY54.p•O v • w s 0 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR MODULES WITH POWER OPTIMIZERS MOUNTED ON THE BACK OF EACH MODULE N JUNCTION BOX LOCATED ON ROOFTOP PV INTERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH,& UTILITY METER LOCATION 51770 Avenida Madero vivi nt. solar Structural Group Scott E. Wyssling, PE Senior Manager of Engineering April 14, 2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 P: (801) 234-7050 scott.wyssling@vivintsolar.com Re: Structural Engineering Services Heiny Residence 51770 Avenida Madero, La Quinta CA S-4874574 4.68 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval .and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Section 1: Prefabricated truss with all chords constructed of assumed 2x4 dimensional lumber at 24" on center with interior wall supports 11' and 22' from the ridge. The attic space is finished and photos indicate that there was no access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Douglas -Fir #2 or better with standard construction components. The existing roofing material consists of tar and gravel. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift. are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 130 mph based on Exposure. Category C and 2 degree roof slopes on the dwelling areas. 2. Total area subject to wind uplift is calculated for the Interior, Edge and Comer Zones of the dwelling. vivint. solar Page 2 of 2 B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 20 PSF = Live Load (Roof snow load) 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load = 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2013 California Building Code. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "EcoFasten Solar Installation Manual", which can be found on the EcoFasten Solar website (www.ecofastensolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 1/i' thick and mounted 4 '/2' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6" above the existing plane of the roof. 3. Roof Section 1: Pullout value for the SimpleGrip OMG XHD Screws are based on test values provided by the product manufacturer (EcoFasten). and are conservatively 500 lbs/screw. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2'/2' with 2 of the 4 screws embedded into the rafter per attachment point, panel anchor mounts will be adequate with a sufficient factor of safety. 4. Roof SectionMaximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the Nation Design Specifications (NDS) of timber construction specifications for Douglas -Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2', is less than the maximum allowable per connection and therefore is adequate. 5. Roof Section 1: Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every third roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than three (3) spaces or 72" o/c, whichever is less. 6. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2013 California Building Code, current industry standards and practices, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Qon P. WarTS.r.' CA License No. S5632 wnwo l solar vivi n solar Structural Group 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043. P: (80.1) 234-7050 Scott E. Wyssling, PE Head of Structural Engineering Structural Analysis Report scott.wyssling@vivintsolancom Project Address Heiny Residence 51770 Avenida Madero La Quinta, CA Residence Roof Area 2158.67 ft2 Upper Floor Area 0 ft2 Lower floor Area 1658.67 ft2 Number of Stories 1 Type of Construction Wood -Framed with Rated shear panels Mean Roof height 15 ft Upper Floor height 0 ft Lower Floor height 10 ft Location Parameters 1.50 g Latitude 33.841 Longitude -117.85 Site Class D Risk Category II Seismic Parameters Date: April 14, 2016 Ss = 1.50 g 0.2 sec Spectral Response Acceleration S, = 0.55 g 1.0 sec Spectral Response Acceleration Fa = 1.0. Site Coefficient from ASCE 7-10, Table 11.4-1 F„ = 1.5 Site Coefficient from ASCE 7-10, Table 11.4-2 SDs = 1.00 g Short Period Design Spectral Acceleration SD, = 0.55 g 1 Second Period Design Spectral Acceleration Wind Parameters Wind Speed 130 mph Exposure Category C Roof Angle, Q 2:0 deg Product Information Manufacturer Yingli Solar No. of Panels 18 Weight 3.00 psf including mounting system Installed Area 316.44 ft2 No. of Connectors 33 2012 IBC / 2013 CBC Section 3403.4 states: "Any existing lateral load -carrying structural element whose demand -capacity ratio with the addition considered more than 10 percent greater than its demand -capacity ratio with the additoin ignored shall be permitted to ren - unaltered." Sheet 1 of 5 vivinto solar Existing Additional Total Gravity Loads Existing Structural Elements Carrying Gravity Load 2013 California Building Code Section, 3404.3 Roof Dead Load 4 psf Tar and Gravel 2 psf 3/4" Plywood Sheathing 0.75 psf Roof Framing @ 24" o.c. 2 psf Ceiling, Mechanical, Electrical 1.25 psf Miscellaneous 10 psf TOTAL Floor Dead Load 7.5 psf Floor Finishes 3.3 psf 1 1/8" Subfloor Sheathing 3.4 psf Joists @ 16' o.c. 15 psf Partitions 3.6 psf Ceiling, Mechanical, Electrical below 1.2 psf Miscellaneous 34 psf TOTAL Roof Live or Snow load 20 psf Floor Live Load 40 psf Reducible Roof Dead Load 3 psf Yingli Solar Roof Live Load with Solar Panels 0 psf Total Existing Roof Load= (DLRooF + LRooF or S) AreaRooF IBC 2012 EQ 16-10 = 64760 lbs Total New Roof Load = (DLR) AreaR+ (DLADD) AreaADD + (LR or S) (AreaR - AreaADD) = 65709 lbs Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load 1.47% Total New Gravity Loads increase by less than 5%. OK Sheet 2 of 5 Base Shear Calculations 2012 IBC / 2013 CBC 3404.4 Site Class = D Risk Category= II SDs = 1.00 SDI = 0.55 Lateral force resisting system: Wood -Framed with Rated shear panels Rx = 6 1/2 from ASCE 7-10, Table 12.2-1 I = 1.0 h = 15.0 ft Mean Roof Height C, = 0.02 from ASCE 7-10, Table 12.8-2 x = 0.75 from ASCE 7-10, Table 12.8-2 T„ = C,h„" = 0.152 sec Approximate Fundamental Period, ASCE 7-10, Equation 12.8-7 WExISTINc = 77.98 kip Approximate mass of building WNEw = 78.93 kip Approximate mass of building and solar panels Base Shear= SDRx I W= 0.154 x W ASCE 7-10, Equation 12.8-2 Max Base Shear = T x R W= 0.556 x W ASCE 7-10, Equation 12.8-3 Min Base Shear = .044 SDs x I (>_ 0.01) x W 0.044 x W ASCE 7-10, Equation 12.8-5 Cs = 0.154 Static Base Shear, Vx = 12.00 kip Existing 12.14 kip New 1.22% increase, INCREASE IS LESS THAN 10% - OK Sheet 3 of 5 v0w0n . S i New V = 12.14 kip Vertical Distribution of Seismic Forces •1 Weight StoryStory 2012 IBC / 2013 CBC 3403.4 w; h; ` Diaphragm Force k = 1.00 Structural Period Exponent from ASCE 7-10 Section 12.8.3 Height, Height, h= h; (ft) Existing Force V = 12.00 kip S(w+ h;k) Level Weight Hei Story h h• ft k w, h;k Diaphragm g x , () w; h; Force Story Force (kip)(ft) S(w; h;k) (bP) Roof 22.54 15 25 MD) Roof 21.59 15 25 540 0.489 5.87 5.87 Upper 0.00 0 10 0 0.000 0.00 5.87 Lower 56.39 10 10 564 0.511 6.13 12.00 SF 77.98 25 1104 1.000 12.00 SF New V = 12.14 kip Weight StoryStory w; h; ` Diaphragm Force Level Height, Height, h= h; (ft) Wi h k Force (kip) S(w+ h;k) (kip) Roof 22.54 15 25 563' 0.500 6.07 6.07 Upper 0.00 0 10 0 0.000 0.00 6.07 Lower 56.39 10 10 564 0.500 6.07 12.14 SF 78.93 25 1127 1.000 12.14 Demand Increases Level Diaphrag Story m Force Force (kip) Roof 3.44% 3.44% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -0.91% 1.22% NET DECREASE -IN SEISMIC LOAD - OK Sheet 4 of 5 V 6 V 0 l solar Wind Uplift Simplified Procedure for Componenets and Cladding 5/16 in Lag Screw diameter ASCE 7-10, Section 30.5 V = 130 Basic Wind Speed Exposure C ASCE 7-10, Section 26.7 = 1.21 Adjustment Factor for building height, ASCE 7-10, Figure 30.5-1 Kz, = 1 Topographic Factor, ASCE 7-10, Section 26.8.2 Roof Zone 2 As shown. in ASCE 7-10, Figure 30.5-1 Roof Q = 2 . deg Apanel = 316.44 ftZ Atj;b = 9.59 ftz Panel Area tributary to each roof anchor = 38 psf Net Wind Design Pressure, ASCE 7-10, Figure 30.5-1 ,p,,,,euo NO — 1K tPw30 = 46 psf Design Wind Uplift Pressure, ASCE 7-10, Equation 30.5-1 P,,et = 16 psf Minimum Design Wind Pressure, ASCE 7-10, Section 30.2.2 Use 46 psf Connection to Existing Roof Framing F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired Aa;b = 9.59 ft DLw,1 = 3.00 psf W„ piift = 46 psf Pia, = F.S. x AMb x (0.61)- 0.6W) _ -247.3 lbs Withdrawl force for each roof anchor Connection Capacity db = 5/16 in Lag Screw diameter Dpc„ = 2.50 in Lag Screw penetration into existing framing member Douglas Fir -Larch Species of wood framing CD= 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2 C, = 0.7 Temperature Factor, NDS Table 10.3.4 W.= 2661b/in Withdrawl Capacity, NDS Equation 11.2-1 W' = Co x C, x W = 2981b/in -Adjusted withdrawl value Pallow = Dpen x W' = 745 lbs DEMAND= 247 lbs CAPACITY = 745 lbs = 0.332 OK Sheet 5of5 V O V Onl . so, aur October 23, 2015 Rillito River Solar, LLC dba EcoFasten Solar 289 Harrel Street Morrisville, VT 05661 TEL: (877) 859-3947 Attn.: Engineering Department, Re: Engineering Certification for the EcoFasten Rock -it System Installation Manual This letter is to document that PZSE, Inc. -Structural Engineers has reviewed EcoFasten Rock -it System Installation Manual published October 12, 2015 and specifically the "Loading Tables". SCOPE OF THE SYSTEM: The EcoFasten Rock -it System is a solar panel support system for installing solar photovoltaic arrays on sloped roofs of buildings. Typically such buildings are residential with shingle or tile roofs. The number and spacing of attachments to the'roof structure can vary depending on various site specific criteria including, but not limited to, roof slope, spacing of supporting structural members and environmental loading. SCOPE OF OUR REVIEW: PZSE, Inc.—Structural Engineers provided a review of the following • Rock -it System design in • Rock -it System Installation Manual • Rock -it System Loading Tables and has determined that all information, data and analysis contained within the Installation Manual are based on, and are in compliance with, the structural requirements of the following Reference Documents: • Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 • International Building Code, 2012 Edition, by International Code Council, Inc. • California Building Code, 2013 Edition, by California Building Standards Commission • Aluminum Design Manual, 2010 Edition, by The Aluminum Association This letter certifies that the EcoFasten Rock -it System Installation Manual and Loading Tables are in compliance with the above Reference Documents. 8150 Sierra College Boulevard, Suite 150 • Roseville, CA 95661 '• 916.961.3960 P • 916.961.3965 • www.pzse.com Page 1 of 2 STRUCTURAL ENGINEERS DESIGN RESPONSIBILITY: The Rock -it System Installation Manual is intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, the user of the Installation Manual has sole responsibility for the accuracy of the design and integrity of the system. The Installation Manual does not check the capacity of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the Installation Manual and our review. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA 8150 Sierra College Boulevard, Suite 150 • Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com Page 2 of 2 rte'` t • 16.0% MAXIMUM EFFICIENCY 25 YEAR LINEAR POWER WARRANTY - 0 -3% POWER TOLERANCE YINI LAR . PROVEN PERFORMANCE AND VERSATILITY - Our most popular product line, the YGE 60 Cell Series, is ideal for a broad range of applications. It is proven to perform in tens of thousands of projects across the Americas, from residential and commercial rooftops to ground - mounted solar farms. Trusted Partner Yingli is one of the world's largest solar module manufacturers with over 10 GW deployed worldwide, and Yingli modules are [noted by leading energy providers and financial institutions in more than 85,000 projects in the Americas. More Energy per Watt Agft Yingli modules delivei superior piiwei output in a vaiiety of temperatur wand irred iarxe conditions, and self-cleaning anti -reflective coated glass reduces soiling to help - maximize power output. Performance is backed by our 25 -year linear warranty. Designed to Outlast Tested to the industrys most rigorous durability standards. Yingli modules are PID -resistant in conformance with IEC 62804 (draft). To ensure reliable performance, Yingli uses quality components such as DuPontTm Tedlar® PVF film -based backsheets. r Best -In -Class Technical Support ` Yngli's locally -based engineering team is trained in system design and operations to provide field -support and value-added after sales services, including commissioning and field-testing support. Our PV Testing Lab in California provides a resource for evaluating technical inquiries. Warranty Information Ten-year limited:product warranty. Industryleading 25 -year performance warranty i dds:'value. by guaranteeing power output on an annual basis, in compliance with our warranty terms and conditions. Performance Modeling For those interested in obtaining module performance modeling files for system energy yield simulation, please contact Yngli at simulation®yingliamericas.com. Qualifications & Certificates - UL 1703 and UL 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 r.1G.nw 6@U5' i log BGo "XIM) 1 GiGGW LVED '0vim:int Ad GNGa N00 = Y I N G L I S O L A R .COM (rwi)tovanue rtoouLe) 0 YGIE 60CELL ELECTRICAL PERFORMANCE SER IES call (quwrihy / material / dhneas asp 60 /'Muiday3twk. sir. / Powered by YINGLI Module type Errcapculent(materlaq YL260P.29b YL255P.29b YUSOP.291) YL243P.29b YL240P$9b Power output Prr W 260 2S5 2$0 245 240 . Power output tolerances 6P... % - -0/+3 Module efficiency It. % 1&0 15.7 15.4 13.1 14.6 ValtAge at Pvo V.av V 30.3 30,0 29.8 29.6 29.3 Current at P- iron A &69 8.49 829 41,28 6.18 Opon-ckeuit "hogs V. V 37,7 37.7 37A 37.5 373 short-circuit current 1. A 9.09 9.01 8.92 8.83 &75 STC 1006AN/mr irrsdi.we, 25'C -11 tampnaum AM 13G pectrurn accordirg w EN 609043 T Trnpweture Irradiance YL260P-Vb YL255P49b Yt2SOP.29b YL24SP39b Y1240P,29b 'C Wiron W W W W W High Temperature Condition HTC 75 1000 203.7 199.8 195.9 192.0 180.1 Nomirwl Operathsil Cell Temperature NOCT 46 800 190A 186.9 183.2 179.5 175.9 Low Tampratuns Condition LTC is S00 13S.7 133.1 1305 127.9 125.3 Low Irredkatce Condition UC 2S 200 SM3 49.4 48.4 47.4 463 OPERATING CONDITIONS . .. ._ THERMAL CHARACTERISTICS Ilnit>alnc#1(ynn) Moa. my bas voltage. 1000Voc Tenpretum coeMkiwe of Pm WC Q43 Man acnes fur rating 15A Tarrperebue coeffiderd of V %PC 432 . J8.911199C lLnNltrp tevene.ar.nt 15A TitrtpaeNe mafOdrrt of 4 tkl'C 034 3b.7i 1.380 Operating trrporahae rage -00 to 185'F (40 to 8M Timpreture eeof lident of V. %/'C 40.42 Man haaetane Impact (diwturtsr / velocity) 25mm / 23./s CONSTRUCTION MATERIALS Front cover (m twW / tlkk aW Iow lnon tampered glrs / 32 - call (quwrihy / material / dhneas asp 60 /'Muiday3twk. sir. / 156mm a 1S6mm Errcapculent(materlaq ethyler v'myl aoetats (EVA) Badnhoot (material / co" 6uarapdymepbaaed with EVA primer / white or black Frame (mrtsrlal/ mbr) enodired aluminum /silver or Wady Junction boa Ongnw is etas on ratktg) a IP65 Come (length / crospommunal area) 1000mm / 4ff.W Connecta (type / Ingress pnoteetIon rating) MCA / IP67 o Amphenol H4 / IP68 GENERAL CHARACTERISTICS Module dimetroorw (L / W / H) "3Th(1640rrvt4 /3&9&n (990rrwt) / 17a, (35rrvra Module weight 40.11Ibs (IB.Skg) Number of nodules pr Pollak 29 Nurnber a! pallets per 40' container 28 Packaging bout dimensions (L / W / HI 67in (1700nwn) / 45in (1135mm) /46in (1165mm) Pa.keykrg bort welgls 123211as (S6tlkg) Fire clessMcalon type Type 1 and Type 2 QWeming: Read the Installation and User Manuel in is entirety before handling, installing, and operating Yingli modules. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM j NYSE:YGE 0 Yingli Green Energy Holding Co. Ltd. I YGF60CellSerles2015_EN 201502_VOl Mp nrpsn'~fwM1 T MW„sw : IO pu wbunrM.M r i. e Ne , and CmsVW aW .6W.r b•n a.,•uo„1 u.s.wiie YINr S9OLAR 5Y5 I tzM- .Ntimrow Tus C/8TED RAIL FREE SOLAR ROOF MOUNT UTILIzes EcoFasTen soLars PaTenTeD TecHnOLOGY ROCK -IT SYSTet'1'1 Designed with the installer in mind. EcoFasten Solar specializes in solar roof attachments that are the easiest to install, most secure and cost- effective solutions for installers. EcoFasten offers a wide variety of standard products as well as custom solutions, for a one-stop source for all of your rooftop anchoring needs. Products are rigorously tested and approved above and beyond industry standards in-house and by third parry agencies. EcoFasten's patented conical sealing system has been in service in the snow guard and solar industry for two decades. FeaTures Fastest, easiest to level system on the.market ETL listed to UL SUB 2703 Class A Fire rating with Type 1 modules Integrated electrical bonding SYSTem comPonenTs ROCK -IT mounT Array SKir T • SIMPLE- only 3 components • Fixed wire management tray North-South adjustability of up to 4" Only one tool required (1/2" deep well socket) ROCK -IT COUPLInG 3DEcoFasten Solar EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 B2 8,181,398 62 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 www.ecofastensolar.com info@ecofasten* solar.com 877-859-3947 0= ROCK -IT MounT AssemBLY NOTe: ITems 1-12 SHIP assemBL.eD 1 5/16"-18 x 1.5 Hex Flange Bolt 300 Series SS 2 Rock -It Mid -Clamp 6005A -T5 3 Compression Spring 300 Series SS 4 Tie Plate 6005A -T5 AL 5 Rock -It Shelf 6005A -T5 AL 6 Flange Level Nut 300 Series SS 7 Packaging 0 -Ring (Remove Prior to Installation) 8 Rock -It Pedestal 6005A -T5 AL 9 3/8" ID Star Lock Washer 300 Series SS 10 3/8"-16 Hex Tap Bolt 300 Series SS 11 5/16"-18 x .375' Hex Flange Bolt 300 Series SS 12 Rock -It -Slide 6005A -T5 AL 13 5/16" ID EPDM Bonded Washer 300 Series SS 14 5/16"x 4" 1 lex Lag Screw or 5/16"-18 X 1.50" Hex Bolt 300 Series SS ROCK -IT couPUnG AssemBLY NOTe: ITems 1-4 SHIP assemBL_eD 1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS 2 Rock -It Coupling Mid Clamp 6005A -T5 AL 3 Compression Spring 300 Series SS 4 Rock -It Coupling Shelf 6005A -T5 AL www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 array LaYOUT Find the required'structural attachment points. Mark these using a vertical (N -S) chalk line on the center of the rafters. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser bracket spacing in the E -W axis vs. the maximum spacing. Max spacing is 48" for portrait orientation and 72" for landscape orientation. Consult project layout diagram for project specific bracket spacing on the roof. Install Rock -It Mounts to predetermined mount spacing. • The array skirt sections are the width of a typical 60 cell module — use the array skirt as a guide to lay out module placement. Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8" (35mm). Lag screw should be Installed as close to center of exposed shingle as possible. GreenFasTen FLaSHinG insTaLL 1 Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. 2 Drill a pilot hole (1 /4" diameter) for the lag bolt. Backfill with sealant. Eco Fasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part.is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. The leading edge of flashing must butt against upper row of nails to prevent turning when torqued. 4 Line up pilot hole with GreenFasten flashing hole. Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed hole in the flashing and into the rafter. Torque: The range is between 100-140 torque inch -pounds depending on the type of wood and time of year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 ROCK -IT SCJ- STE'm II'ISTaLL .ROCK -IT SYSTEM' 1 Install EcoFasten Solar Flashing with Rock -It Mounts Follow GreenFasten Install instructions for flashing and bracket install on composition shingle roofs. Optimum vertical distance between lag bolts is 1 3/8" plus module dimension. Set mounts on eave most row so that the Rock -It Pedestal Is on the South end of Rock -It Slide. (ex. image 1) Set mounts on all upper rows so that the Rock -It Pedestal is on the North end of Rock -It Slide. (ex, image 6) 2 Install Array Skirt to Eave Mounts • Install array skirt starting on west side of array and move east. 3-4 Attach Couplings to Array Skirt Tighten the west most array skirt bolt on coupling first. When tightening the east bolt the array skirt sections will be drawn together. 5 Align and Straighten First Row of the Rock -It System with Array Skirt Use North-South adjustment of the Rock -It pedestal to straighten array skirt. Tighten screw on side of Rock -It Pedestal to secure it to the Rock -It Slide. Adjust Flange Level Nut to level the system (optional - can be leveled during or after installation) 6_7 Install 1 st Row of PV Modules Slide Rock -it Mounts that are upslope down to engage top of first module. Note: Make sure cable tray is facing upslope. Torque 1 st and 2nd row of mid -clamps on Rock -It Mounts and Rock -It Couplings to 150 in -lbs. Note: Torque setting may vary according to module manufacturer. Install Balance of PV Modules 8_9 Secure wire and electrical components in built in wire tray on Rock -It Mounts and Couplings. Install next row of panels and torque mid -clamps to secure modules. Repeat install for all remaining rows of modules. 10 Level the Rock -It System • When assembly is complete, level the entire system by adjusting Flange Level Nuts. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 LGrounDinG LUG insTaLL Necessary Components: Burndy CL50-1 TN Ground Lug (UL Listing #KDER.E9999) 14 AWG - 4 AWG Copper Ground Wire 8-32 x 0.5" Serrated Flange Head Bolt (300 Series SS) 8-32 Serrated Flange Nut (300 Series SS) 11/32" and 1/4" wrenches or ratchets/sockets 1 The Ground Lug is installed into the T slot on the Rock -It Mount. 2 Siide the Flange Head Bolton the Ground Lug into T slot on Rock -It Mount. 3 Tighten Flange Nut/Bolt. 4 Place wire in Ground Lug channel and tighten setscrew to complete assembly. jBonDinG AssemBLY anD BonDinG PATH • Bond Path Grounding Lug - Equipment.Grounding Conductor(EGC)- =rang to earth Rock -It Coupling Rock -It Mount Integrated Bonding . www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 THermaL ExPansion anD BonDinG A thermal expansion gap is required per each continuous 100' length of modules. Omit a coupling and leave a 2" gap in the array skirt and also between the modules at that point. BracKeT sPacinG Portrait Orientation — Bond Path .®. Wounding Lug -- Equippmment.Growiding conductor(EGc)., ytownh Rack•ItCoupling' Landscape Orientation • Rock•It Mount Maximum bracket spacing in Maximum bracket spacing in portrait orientation is 48" OC: landscape orientation is 72" OC. Spacing may vary depending upon project specific structural requirements; i,e. high snow and wind load areas may require lesser spacing E -W than the maximum. sTaGGereD LaYOUT canTlLever am oFFseT Staggered Mounting Points . Rock -It Mount =Rock -It coupling Cantilever: Maximum cantilever is 25% of module width. For portrait orientation installations, check layout prior to installing. The array layout instructions In this installation manual offer a general overview of layout. Periodically, due to a variety of Offset: Offset from all roof edges depends on wind speed, snow factors (roof obstacles, shading, etc.) other layouts are required. loads, local fire and building codes per location www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 ROCK -IT SYSTem • Fastest, easiest to level system on the market • ETL listed to UL SUB 2703 • Class A Fire rating with Type 1 modules • Integrated electrical bonding SIMPLE- only 3 components • Fixed wire management tray • North-South adjustability of up to 4" • Only one tool required (1 /2" deep well socket) Max No. of Panels 300 Modules per ground lug Materials 300 Series Stainless, 6000 Series Aluminum Max System Voltage 1000VDC Coating Black Andodization/Mill Finish Class A Fire Rating With UL1703 Type 1 Rated Lug Specifications Burndy CL50-1TN Ground Lug Modules (UL Listing #KDER E9999) Leveling Range 3-4' Ground Wire 14 AWG- 4 AWG Copper Per above Lug spec. Ground Wire Rock -It Slide Range 4' Max Module Size 64.96"(1650mm) x 39,05"(992mm) x 2"(50mm) Min/Max Roof Slope 5:12/12:12 Max Downforce/Uplift Rating 45 PSF Max Anchor Spacing 72" Rock -It Mount Load Rating 547lbs with Single 5/16" Lag 3.0 Safety Factor Skirt Box QTY 6 units Slide Fastening Hole 5/16" diameter Mount Box QTY 12 units Module Cantilever Lesser of 25°x6 Width, or Module Installation Manual Coupling Box QTY 12 units Warranty 10 Year Material and Workman- ship Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC Standards: UL 2703, UL 1703 ,M%u+r&. TIN us www.ecofastensolar.com info@ecofastensolar.com D IEco Fasten Solar 877-859-3947 soar-.eez SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / MOM SE760OA-US / SE10000A-US / SE11401 I w oi 1}i3 The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional — revenue grade data, ANSI C12.1 U5A- GERM ANY -ITALY-FRANCE-JAPAN •CH:NA- AUSTRAIIA '1-IF..NEI'HERI,ANDS ISRAEL WWW.solaredge.u5 ` r 1 I ONE" The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional — revenue grade data, ANSI C12.1 U5A- GERM ANY -ITALY-FRANCE-JAPAN •CH:NA- AUSTRAIIA '1-IF..NEI'HERI,ANDS ISRAEL WWW.solaredge.u5 ` • :. Single Phase Inverters for North America solar SE3000A-US-US/SE5000A-US/SE6000A-USI SE7600A-US / SE10000A-US / SE1140OA-US _US I' SE3800A-US L SESOOOA US SE6000A US j SE7600A US ! SE10000A-US SE11400A-US OUTPUTNominal AC Power Output `3000 3800 I 5000 F6000 7600 9980 @ 208V 11400 VA 10000 @2404 @ Max.400 @ 208V 10800 208V x. AC Power Output 3300 4150 6000 8350 12000 VA Baso @zdoy 11W Q @zaov AC Output Voltage Min: Nom: MaxPl - + 183 - 208 - 229 Vac AC Output Voltage Min: Nom: Max.ul I I or ✓ J ' 211-240 - 264 Vac AC Frequency Min: Nom: Max.lil 59.3 - 60 - 60.5 (with HI country settin 57 -60-60.5) Hz Max. Continuous Output Current 12.5 16 1 25 I 32 47.5 A GFDI Threshold r Utility Monitoring, Islanding Pro!echon, Country Configurable Thresholds _ - - Yes INPUT— — - - Recommended Max. DC Power'" - l C) 3750 4750 6250 7500 9500 12400 I 14250 W Transformer -less, Ungrounded Yes 4 Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V j350 @ 240V Vdc 16.5 @ 208V i 33 @ 208V 1 Max. Input CurrenN1l 9_;r + 13 til 23 34.5 Adc 15.5 zooy t ► 30 5 @. 240V Max. Input Short Circuit Current. 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600W Sensitivity Maximum Inverter Efficiency 97.7 j 98.2 98.3 1 98:3 98 98 98 % r - a 97.5 @ 208Vr 97 @ Z08V CEC Weighted Efficiency 971 i 98 98 lp 240V ) 375 97.5 975 012IOV 97.5 % Nighttime Power Consumption _ < 2.5 < 4 W ADDITIONAL FEATURES_ Supported Communication Interfaces RS485, 85232, Ethernet, ZlgBee (optional) Revenue Grade Data, ANSI C12.1 Optionalnt Rapid Shutdown - NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed61 STANDARD COMPLIANCE _ Safety - _ - — U1174:1. U1,16998, U1.1999, CSA 22.2 ` -- Grid Connection Standards IEEE1S47 Emissions _ _ _ _ ` FCC partly class 0 INSTALLATION SPECIFICATIONS _ _ _ T_ __ AC output conduit size /AWG range 3/4"minimum / 16- DC 6 6 AWG f 3/4" minimum / 8-3 AWG DC Input condult size/ If of strings / AWG ran a •, 3/4" minimum / 1-2 strings / 16.6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG R.. Dimensions with 5afetySwitch 30.5 x 1ZS x 7 / 305 x 12Sx'7:5 % I in / NxW 30.5x12.5x10.5/77Sx315x260 775x315 x1'72 275x315x191 I mm Weight with Safety. Switch ► 512.%23.2 54 7 / 2417 88 A / 40.1 Ib / kg Cooling Natural Convection Fans (user replaceable) Noise <25 <50 daA aMin.-Max. Operating Temperature -13 to +140 / -25 to +60 (-40 to +60 version avallable(I) ( 'F /'C 8. Protection Rating NEMA 3R I I'I For other ragional settings please contact Sola rEdae support 1716kW and lower; United to 135% of AC power; 7 6kW and higher; limited to 125% for locations where the yearly...raee high temperature a above 777/25'Carid to 135% for locations where It Is below 77'F/25'C Far detailed Infarmedon, rehr W tdtn//yevwwlirnMn.us7fllaalidfslimartFr de nveNnaa erode oJf In A higher currerd source maybe used; the inverter wig limit its Input current to the values stated Hl Revenuegmdeinvenar PM:SExvxA-USOOONNRZ IsI Rapid shutdown kit P/N: SE1000-xSo-S1 IN -40 version P/N: SExax.A-USOOONNU4 solar=m.,;. SolarEdge Power Optimizer Module Add -On For North America P300 / P400 / P405 PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading - Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA - GERMANY - irALY - FRANCE - JAPAN - CHINA - ;SRAF.L - AUSI'RALIA www.solaredge.us solar=e* SolarEdge Power Optimizer Module Add -On for North America P300 / P400 / P405 Input Connector Output Wire Type / Connector t Output Wire Length Operating Temperature Range l Protection Rating Pxxx-2 series Pxxx-5 series Ii Relative Humidity Itl Rated STC power of the module. Module of up to $%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER") Minimum String Length (Power Optimizers) Maximum String Length (Power Optimizers) Maximum Power per String Parallel Strings of Different Lengths or Orientations "I It Is not allowed to mix P405 with P300/P400/P600/P700 in one string MC4 Compatible Double Insulated; Amphenol 0.95/3.0 I 1.2/3.9 -40 - +85 / -40 - +185 IP65 / NEMA4 IP68 / NEMA615 0-100 SINGLE PHASE 8 25 5250 THREE PHASE 208V 10 25 I. 6000 Yes m/ft 'C /'F 9'0 THREE PHASE 480V 18 ( . 1 50 12750 W 30 - P0 - ,j _ — P400 t , P405 _ _ for 60 cell modulo for 72 & 96 -tell modules for thin film modules t INPUT Rated Input DC Pawerl'I _ 300 { 400 1 i 405 W Absolute Maximum Input Voltage 48 ( 80 125 Vdc (Voc at lowest temperature) _ r ( MPPT Operating Range t 8-48 8 .80 12.5 .105 Vdc Maximum Short Circuit Current (Isc) 10 Adc Maximum DC InputCurrent 12.5_ Adc Maximum Efficiency + 99.S 96 Weighted Efficiencyi 98:8 yo _Overvoltage Category_ I _ it OUTPUT OPERATION+ _ (POWER OPTIMIZER_ IZCONNECTED TO OPERATING SOLAREDGE INVERTER) _m -— — _ _ — — MaximuOutput Current I 15 i. Adc Maximum Voltage __ ___ ___ 60 j 85 _Output _j_Vdc _ OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR S_ OLAR_E_DGE INVERTER OFF) .. _._d. .— _ _ _ . _ _ ^j f SafetyOuf up [VoltagfperPowerOptimizer 1 Vdc STANDARD COMPLIANCE EMC. ^ _ ___ FCC Pa_rt15 Class B, IEC61000-6-2, IEC61000-6-3 i Safety ' IEC62109-1 (class II safety), UL1741 J._ RoHS i 7 _ _ — — _ Yes INSTALLATION SPECIFICATIONS — — — - _ — Maximum Allowed System ge Volta —' 1000 _ vdc Pxxx-2 series _ 141 x 21.2 x 40.5 / S.SS x 8.34 x 1.5.9 1 mm / in Dimensions (W x L x H) Pxxx-5 series 128x152x27.5/ 128x152x:35/ I 128x152x48/ ) mm/in 5x5.97x1.08 111 5x5.97x1:37 5x5.97x1.89 Weight (including cables) Pxxx-2 series2.1 i gr/ Ib I Pxxx-5 series 770/1.7 i 930/2.05 / j 930 / 2.OS gr / Ib Input Connector Output Wire Type / Connector t Output Wire Length Operating Temperature Range l Protection Rating Pxxx-2 series Pxxx-5 series Ii Relative Humidity Itl Rated STC power of the module. Module of up to $%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER") Minimum String Length (Power Optimizers) Maximum String Length (Power Optimizers) Maximum Power per String Parallel Strings of Different Lengths or Orientations "I It Is not allowed to mix P405 with P300/P400/P600/P700 in one string MC4 Compatible Double Insulated; Amphenol 0.95/3.0 I 1.2/3.9 -40 - +85 / -40 - +185 IP65 / NEMA4 IP68 / NEMA615 0-100 SINGLE PHASE 8 25 5250 THREE PHASE 208V 10 25 I. 6000 Yes m/ft 'C /'F 9'0 THREE PHASE 480V 18 ( . 1 50 12750 W RAIN BUSTER UNra Flexible RoofTile Adhesive/Sealant Frovenft Roof Leaks and Broken Me ROOF TILE I SHINGLES 1 SHEET METAL 1 FLASHING 1 VENTS ( GUTTERS I TRIM 1 NEW CONSTRUCTION I REPAIRS. Roofs are on the front line in preventing water intrusion p High -Grade Polyurethane Formulation and are subjected to the most extreme wind and weather D Permanently Secures Roof Tile conditions. To prevent roof damage and leaks, an adhesive/ 9) -Non -Shrinking; Permanently Flexible sealant must be a standout performer. RainBuster 850 Ultra -Flexible Roof Tile Adhesive/Sealant is specified'! by D UV Resistant; Flexes to Prevent Broken Tiles leading builders and trusted by quality -minded contractors. D Withstands Extreme Wind, and Foot Traffic to prevent roof leaks. Unlike traditional roofing cements p Seals Roofing Joints including Flashing and mastics, RainBuster 850 offers a high-grade polyurethane D Withstands Extreme Weather & Temperature formulation, permanent flexibility and powerful adhesion. D Non -Sag to Prevent Tile Slip. When used as a roof the adhesive, RainBuster 850 shines 0- Adheres to Damp Surfaces as it flexes with hurricane force wind uplift, foot -traffic, and D Paintable (See Painting Section) seismic activity to prevent,broken tiles. When applied to p Non -Flammable flashing, vents and ' gutters, RainBuster 850 permanently p VOC, CARB, and AOMD Compliant seals joints to effectively divert water away from the home. d Lifetime Warranty. 'The Ultimate Roof Tile _..arty 0 @aD 0 RAIN i BUSTER iw,40c,%= MtlIGi y VWkt;:l T _ e 0p Ind stria ,Inc 5010 sw c St V n N s CA 91 X105 • 800- 93-16 ww to rndustr a com 4 a 1 V RAIN* BUSTER DESCRIPTION RainBuster 850 Ultra -Flexible Roof Tile Adhesive/Sealant is the high quality standard in the prevention of roof leaks. Its technologically advanced polyurethane formu- lation has been specifically designed to provide roofing application solutions. RainBuster 850 performs equally well when used as a file adhesive or as a sealant on flashing, verds, and other roof penetrations. RainBuster 850 is ideal for specifying as a multl-use roofing adhe- sive/sealant It is Ideal for both new construction and repairs. PACK 4GING, SHELF LIFE & STORAGE RainBuster 850 Ultra -Flexible Roof Tile Adhesive/ Sealant is available in standard 300 ml cartridges (packaged 24 per case) and 592 ml sausage tubes (packaged 12 per case). The shelf life is 12 months. Store in a cool, dry place below 80T for maximum shelf life. Ultra Flexible Roof Tl ,,\4 oval 25 Adhesive/Sealant Proven to Prevent .Roof. Leaks AVAILABILITYAND COST - RainBuster 850 Ultra -Flexible Roof Tile Adhesive/ 1, Sealant is competitively priced and widely available.., Please contact Top Industrial, Inc. at 800-473-1617 or see www.topindustdal.com for a supplier nearest you. AUTHORIZATIONS Meets or exceeds: ASTM 0920 Type S, Grade NS, Class 35, use NT, A and M Federal Specification TT -S -00230C (COM-NBS) Type II, Class A Canadian Specification CAWCGSB-19,13-M87 ENVIRONMENTALLY FRIENDLY • Qualifies for LEED Credit from U.S. Green Building Council: l pt EO Credit 4.13 • Qualifies for NAHB Green Build Credits: .t 5 pts Global Impact Credit 7.1.3 • VOC Compliant under AGMD and CARB &1101Z.;&Z M. -M s v TILE•TO41LE BONDING RainBuster 850 is ideal for adhering roof tile -to - tile in valley, ridge, hip, rake and general root tile - instailation. Secures cut tiles when mechanical fasteners cannot be used. RainBuster 850 provides additional protection against wind uplift, seismic activity, and file damage. Prevents file chatter. RainBuster 850 seals nail entry points created during tile installation. RainBuster 850 flexes to stay bonded and prevent broken file and roof leaks. FLASNINO LAP JOINTS Raklluater 850 is Ideal for sealing varied lap )oirrls where two lengths of flashing meal such as In valleys. RainBuster 850 flexes to maintain a permanently bonded walarfighl seal For best results, apply a continuous 1/2" bead to both the inside and. outside of the joint. Tool the outside joint bead as necessary (see application and tooling sec- tions). Available in the multiple colors and paintable (see painting section). ROOF -TO -WALL FLASNINOS RainBuster 850 is ideal for use where flashing terminates at walls and chimneys. RainBuster 850 provides outstanding adhesion b both metal and common exterior wall surfaces. RainBuster 850 flexes ,to mairdain a watertightseal. For best results, apply a continuous 1/2' bead to both the inside and outside of the joint. Tool the out- side joint bead as necessary (see application and fooling sections). Available in the multiple colors and palntable (see painting section). VENTS AND C_ HIAMEY CAPE RainBuster 850 seals joints; in verde, chimney caps and other roofing envelope penetrationAlso wares vent structures to underlying bases. RainBuster 850 flexesto maintain a waterlightseal. For beat results, apply a Continuous 1/2 bead to both the Inside and outside of the joint Tool the outside joint bead as necessary (see application and tooling sections). Available in the multiple colors and 1 i paintable (see painting section). LIFETIME WARRANTY illilieffm Seals seams in gutters, gutter assemblies, and downspouts. Top Industrial warrants this adhesive to perform as 1. Adheres shingles and supplements mechanical fasteners. described on its package and associated data sheet for f4'V& ftimanerilly seals sem and fastener entry holes. a period of 100 years from the date of purchase. See next page for further warranty details. '{{ M `SuDplements mocha nx taste m and seal seems fir° h'reduce v on noise, tJfrrrrrSeals tears in felt and underiayment. Bridge entire tsar and tool as necessary. II 111110 fte AnkNoW.Adheres to to damp surfaces. Remove standing water prior to application. T0p Industrial, Inc. • 15010 Keswick St. Van Nuys, CA 91405 • 800-473-161!7• wwW.topindustrial.com a APPLICATION: Easy to apply with conventional caulking equipment. Application temperature range: 20F —120F. If application air temperatures are below 40F, con- dition product at 7OF prior to using for best results. Cut tip at a 45 -degree angle. location of cut will determine desired bead thickness. Puncture seal. Apply sealant to joint. r Typically, minimum 3/8"-1/2" beads should be used for proper bonding and sealing. FII joints in continuous beads from deepest point and avoid overlapping of sealant to prevent air entrapment. Adhesive/sealant should wet the joint wall surfaces. With lap joints, apply adhesive/sealant to both inside and outside of joint for best results. Adhesive/sealant provides 1-3 hour working time before skinning. Adhesive/sealant cures with exposure to normal atmospheric moisture with full cure in 1-3 days depending on humidity. May be used on damp surfaces; take steps to remove standing water. For best results, use opened cartridges and sausages the same day. APPROPRIATE SURFACES RamBuster850 is appropriate for use in new =*udion and repairs on a wide range of common roofing materials including concrete, day, slate, composition, fiber -cement, asphalt saturated shingles, masonry, matar„metals including galvanized, aluminum, and copper, undodayment and fells, plastics Inducting PVC, vinyl, fiberglass, nails, and wood. PREPARATION: For best adhesion results, surfaces should be dean, and free from dirt, dust, ogs, release agents, standing. water, old sealants, or other contaminants: Dust and loose particles should be blown Off surfaces. FIELD PRETEST: Due to the varied nature of construction substrates, field-test adhesive/sealart on actual surfaces prig to beginning work User must delennine H results including adhesion are acceptable. TOOLING: lt required, asoma is recommended within 20 mircrres after application. Tooling should be done in one continuous stroke. Techniques using solvents or soaps are not recommended. If masking, remove tape Immediately after tooling. CLEAN UP: Clean hands safety with RainBuster Top Towels (cftrus wipes). Mineral spirits and other commercial solvents such as xylene, toluene, or methyl ethyl ketone (MEIQ, may be used to dean up excess smears and tools. The use of solvents may be hazardous to your health. Keep away from open flame and use in well -ventilated area. Follow solvent manufacturer's Instructions. Cured adhesive/sealant Is difficult to remove and must be done so by abrasion or other mechanical means. PAINTING OVER RAINBUSTER 850: For best results, apply paint over RainBuster 850 adhesive/sealant 72 hours after application. Haigh quality 100% acrylic paints and primers are recommended. Many roofing specific spray paints are acceptable. Avoid the use of oil base paints as they may exhibit a slow/non- curing _ condition when in- contact with adhesive/sealant. Paint when weather and temperature conditions meet paint manufacturer requirements. Field pre -last for suitability, of paint and painting process is required. Contractor must determine suitability. Consult Top Industrial for further Information. MAINTENANCE No maintenance should be needed. if adhesive/sealant becomes damaged, remove damaged portion. Clean surfaces in damaged area, and repair with fresh RainBuster 850. PRIMING PRIOR TO APPLICATION: Generally, priming is not required. 11 adhesion, protest is unacceptable, consult Top Industrial forrecommendations. APPLICATION OVER GLAZED, PRE- PAINTED, OR PRE -PRIMED SURFACES: Glazed, pre -painted and pre -primed surfaces typically do not•have the adhesive quality or flexibility of RainBuster 850 adhesive/sealant. Lack of adhesire/sealant contact with raw substrate may iMuibit ability to maintain bond and seal. Glaze, paint or primer may pull away from raw substrate with joint movement USE WITH ASPHALT BASED SELF - ADHERED FLASHING (A.K.A. SBS modi- fied asphalt & bituminous materiaQ: When used appropriately, RainBuster 850 can be used successfully with asphalt - based flashings. Unlimited contact is acceptable between adhesive/sealant and the permanent polyethylene/plas8r` based facer side of self -adhered asphalt flashings. Steps must be taken to minimize contact with the adhesive side of asphalt flashings. Plasticizers in adhesivelsealant may accelerate the normal moistening and softening of asphalt that occurs with heat DO not apply adhesive/sealard, directly to adhesive asphalt side of flashing. Do not apply adheslve side of asphalt flashing directly over adhesivelsealart. Remove excess sealant prior to application of adhesive asphalt side of. flashing. User must determine suitability through field pretest Consult Top Industrial for further information. LIMITATIONS: Suitability for each intended use must be determined by the user using the irdormation found in this data sheet and an application pretest • Not for use over standing surface water or surtace frost • Not designed to replace use of mechanical fasteners. • Not4or use where subjected to constant water immersion. • When painted, user must determine' paint suitability. See"Painting" section for detailed fiff tations. • When used with asphalt -based self adhered:flashings, user most detemdne suitability through field pretest See "Use With Asphalt" section for detailed limitations. • Do not cure In presence of curing silicone sealants. This may interfere with RainBuster 850's,curing process. • Avoid sealant contact with solvent cleaners during cure. This may interfere with RainBuster 850's curing process. PRECAUTION: Combustible vapor. Uncured sealant may cause allergic skin reaction and eye, skin and respiratory tract irritation. Keep away from sparks and flame. Avoid contact with eyes, skin and clothing. Avoid prolonged exposure to vapors. Use only with adequate verhlation. Wear protective dolling during hwAng. Wash thoroughly after handling. KEEP OUT OF REAM OF CHILDREN.. See material safety data sheet before use (contact Top Industrial or ftbik ". FOR CONSTRUCTION AND INDUSiAIAL USE BY QUAUM CRW MAti FIRST AID: If inhaled, remove to fresh air. lt breathing is difficult. give oxygen and call a physician. In case of contact with uncured sealant, immediately flush eyes with water for at least 15 minutes and wash skin with soap and water after using RairBuster Top Towels (citrus wipes). Call a physician It imitation persists. See material. safety data sheet for more detail. LIFETIME WARRANTY DETAILS: Top Industrial, Inc. warrants this sealant/adhe- sive to perform as described on its pack- age and associated data sheet for a period of 100 years from the date of purchase. Upon proof of purchase, Top Industrial's sale liability, expressed or implied, shall be to replace sealwVadhesive proven defec- live and is limited to the stated selling price. This warrenly is not hmsfembte from the original purchaser. in no event shall Top Industrial be liable for conse- quential or incidental damages, resulting from the use of its sealant products. 1, RMN r' BUSTER t ( Avwrnxdsr- >, f►ass G Top Industrial, Inc.••',15010 KeSWICKI St., Van Nuys, CA 91405 • 800-473-1617 • vuwwaopindustrial.com RAIN'& BUSTER Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken 7116 ROOF TRF I SHWAS I SHEET METAL I RASRMIG I YEAS I GUMNS I TRIM I NEW CONS M1110 ON I REPAIRS 1.) U czZur sit: RMN 8usm I Y'j L4*j p PMVS= PROPERTIES SkinTime..........................................................1-3 hours CureTime ......................................................... ..1-3 days % Solids ......................... ..96% to 99% ............................ Paintable.........................................Yes — See limitations Sagor Slump...........................................................None Clean -Up .Citrus Cleaner Coral Tena Cob Tan Bray {Son®) Brown Black Shrinkage....................................................................NII (BMW) Chalking or Crazing ............., w ..Nil TYPICAL PERFORMANCE CHARACIERIST= After 7 days cure at 77 deg. F and 50% RH Hardness (Shore Al . 32 ASTM D 2240 ................................ Tensile Strength ......................Up to 250 psi ASTM D 412 Elongation.._.....................................14009E ASTM D 412 Adhesion in Peel ........................... .... ......... _....... >33 piw ........................................... T S-00230C/ASW C 794 Staln & Color Change .... _ ..........................................None ...... ****. **..... *............... 17-S-00230CU M C 510 Ozone Resistance ...............................................Excellent Joint Movement Capability......................................±35% ASTM C719. 73°F cure / 731F cycling W Resistance ......................Excellent - ASTM C 793-75 Water Resistance ..................................... _......... Excellent For more than 25 years, _ Top Industrial's RainBustier AINBuSTER brand has been gusted to prevent leaks in the building QUALITY envelope and squeaks in Boor structures. Today that trust runs deep - RainBuster Is specified by the nation's leading builders and trusted by scores of respected contractors. The reason for the trust Is simple... RalnBuster products and services outperform other brands in preventing leak and squeak th° USA related call-backs. Top Industrial, Inc. • 15010 Keswick St., Van Nuys, CA 91405 " 800-473-1617 " www:topindustrial.com rl. WO AAL CARMIDGES APPROXIMATE LINEAR FEET PER CARTROGE WIDTH, H, IN04ES 1/4" 3/B" 1/2" 6/8" 3/4" 7/8" 1" 49,6 33.1 24.8 20.0 16.5 14.2 12.4 1/4" 24.8 20.0 12.4 10.0 8.3 7.1 6.2 0 — 3/8" — 11.0 8.3 6.6 5.5 4.7 4.1 1/2" — — 6.2 5.0 4.1 3.5 3.1 ................................ Tensile Strength ......................Up to 250 psi ASTM D 412 Elongation.._.....................................14009E ASTM D 412 Adhesion in Peel ........................... .... ......... _....... >33 piw ........................................... T S-00230C/ASW C 794 Staln & Color Change .... _ ..........................................None ...... ****. **..... *............... 17-S-00230CU M C 510 Ozone Resistance ...............................................Excellent Joint Movement Capability......................................±35% ASTM C719. 73°F cure / 731F cycling W Resistance ......................Excellent - ASTM C 793-75 Water Resistance ..................................... _......... Excellent For more than 25 years, _ Top Industrial's RainBustier AINBuSTER brand has been gusted to prevent leaks in the building QUALITY envelope and squeaks in Boor structures. Today that trust runs deep - RainBuster Is specified by the nation's leading builders and trusted by scores of respected contractors. The reason for the trust Is simple... RalnBuster products and services outperform other brands in preventing leak and squeak th° USA related call-backs. Top Industrial, Inc. • 15010 Keswick St., Van Nuys, CA 91405 " 800-473-1617 " www:topindustrial.com rl. Product Data Sheet DU222RB Safety Switch, 60A, 240VAC, Non -Fusible, General Duty, 2 -Pole p Technical Characteristics SQUARE a by Schneider 11cctric List Price $353.00 USD Availability Stock Item: This Item Is normally stocked in our distribution facility. Wire Size #10 to #2 AWG(AI) - #14 to #2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed Fife Number E2875 Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Outdoor) Enclosure Rating NEMA 3R Factory Installed Neutral No Maximum Voltage Rating 240VAC Disconnect Type Non -Fusible Terminal Type Lugs Mounting Type Surface Type of Duty General Duty Number of Poles 2 -Pole Shipping and Ordering Category Discount Schedule GTIN Package Quantity Weight Availability Code Returnability Country of Origin 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R DE1A 00785901491491 1 4.7 lbs. Stock Item: This item is normally stocked in our distribution facility. Y MX As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. ® 2009 Schneider Electric. All rights reserved. Schneider Electric nl NEW PV SOLAR SYSTEM N FOR Heiny Residence LOCATED AT 51770 Avenida Madero .1 La Quinta,'CA 92253 0 WPWDR o soar APN # 773154001 GOVERNING CODES ALL WORK SHALL COMPLY WITH THE CODES BELOW I- SHEET INDEX COVER SHEET All construction shall comply with the 2013 California Buiding, Residential, Mechanical, P.V. 1.0 SITE PLAN Electrical, Plumbing, Energy and Green Building Codes and La Quinta Municipal Code U 6ft iu-IN. IN 0 P.V. 2.0 ID W BUILDINGS & SAFETY DEPT. ® C.,m C) N vU o Z MOUNTING DETAILS'-, FOR CONSTRUCTION ` N > cZ >,-ao _ ° r_jU Z E. 1.0 1 -LINE DIAGRAM SATE P U J D l d.••w ,``v ' • S d Coy , `. AC% Z All construction shall comply with the 2013 California Buiding, Residential, Mechanical, P.V. 1.0 SITE PLAN Electrical, Plumbing, Energy and Green Building Codes and La Quinta Municipal Code 6ft iu-IN. IN P.V. 2.0 ROOF PLAN BUILDINGS & SAFETY DEPT. C) A o P.V. 3.0 MOUNTING DETAILS'-, FOR CONSTRUCTION ` & W _ ° Z E. 1.0 1 -LINE DIAGRAM SATE P U j D l d.••w ,``v ' • S d Coy , `. AC% RECEIVED "CLASS "A" FIRE RATED MODULES AND RACKING SYSTEMS REQUIRED PER APR 15 2016 U.L. 1703 AND CSFM 14-011" Photovoltaic equipment and systems and all associated wiring and interconnections shall be installed COAQ-6;uf LA 1Y QUINT only by qualified persons. CEC 690.4 DEVELOPMENT 04 M 0 J 0) N C) o U v W m Z m n U j D Z z0 w (n Z m a VW J J w Z U Z Z Z U O SHEET NAME: I--' W W >W O= UU) SHEET NUMBER: 0 " 9 < < < my () CnCn U m _° -<-< -< 0 D '" W ;y m OT oD K K K m Z ui Cx m O D "' o cn cn C OT o 3 MN D mm m j m m D ;u A 0 m ° 51770 Avenida Madero, La Quinta CA 92253 7r o m cnC w m ZDDv I v zz 00 cn O ch X 3 n A z bG) 0K0O== vm0 m o z Km 0 --2222-- D(n D p < --------------- ----- o OZ P Z O T D I , = 11 m x OD m n zm2ovo ' ;OD-zi z0m—m ' -+ :2 mZ on >=000 z 0-0"o I ` m; , ,\ v5io "= 0mmmP i \% m x, \ mmy v(A m 1 100 0< 1 o,tnp m z i 1 T9vj-1 O mm 5 m m 1 a rrttDv ' z D z I I 0 (n m 0 I C < m000 Z C ' Om I I viCnm m , m zcn` ° 0 I ' 1 03 nK) } RrG I D m 0 C I TOWN y , O cD o c~ ✓ 0.......... I m 0 -o D O x Cl) n .v C 1 O r r N :O m 7 O' O aft (n C N- r I V 9 rm 2i33 >mcN)-5 I C u m r i I r n _ 0— z 1 1 Drzmz=oO m' m m DWA;•-0 I ❑ ❑ , 7cD Do 0 CmmzT,2070 0 I I m;z nNor- mmcnDz I Z OvmDmD n cnT WmZm z 3Zzcm ?zw ZjG)n0 I I m00 z IMOD 1 xnX D O -i m 1 O El F-1 n0 1 T O v 1 I 0 O ❑ O ( n 1 O , 0 < n m 1 D wn I o ❑ _ Cw Z A O- I m I --1 9 II ; . 1 O ` 1 00 1 t , 0 .0 I Z0 z (n ` J ,°°°° S moi. X v _ o°° °° j', mss', N , -' C `Qlm f j e i -j m m = I D c u D 1 Q Z r L ---- -------------------------------2222-J CALIFORNIA C-46# - 973756 NAME-CODY ORAM C m D= INSTALLER: VIVINT SOLAR Awhl Hein Residence W m SITE m m INSTALLER NUMBER: 1.877.404.4129 sola r 51770 Avenida Madero PV 1. - CA LICENSE: 973756 (C46/C10) La Quinta, CA 92253 PLAN DRAWN BY: TF S: 4874574 Last Modified: 4/13/2016 UTILITY ACCOUNT NUMBER: 50574793 ro.. { (\D"QO r M n < z z Q 4 < zi m z 3 0 \fl U)n C: z z 2 < m r m I M D D = m F- r r N m O Ofj) 0 :1 .0O O O -n -1 n 00 C m z M I i U)m Az O 1 1 Z r_ O O 3 z m a m z xt O O m Az11 oggo m1 0— rn ro 3 (n z n m of m V s; d/ • ** l rrrrn)36t Cn n r ''`^^ cn m - cn 00 la`` a aJ o C z Go m W M --I , c •••,eat rx 'i r r ® solar vrVa 6 W : INSTALLER NUMBER: 1.877.404.4129 LICENSE: 973756 (C46/C10) e nod , a Qoonr 1 Last Modified: 4/13/2016 O;,ems z0 r)* IF, qC O O m Az11 oggo m1 0— rn ro 3 (n z n m of m V s; d/ • ** l rrrrn)36t CALIFORNIA C46# - 973756 NAME -CODY ORAM PV 2.0 C z Go m W M --I D = ROOF m m --ICA PLAN INSTALLER: VIVINT SOLAR ® solar vrVa 6 W Helm/ Residence 51770 Avenida Madero La Quinta, CA 92253 UTILITY ACCOUNT NUMBER: 50574793 INSTALLER NUMBER: 1.877.404.4129 LICENSE: 973756 (C46/C10) DRAWN BY: TF P:4874574 1 Last Modified: 4/13/2016 D MINIMUM DESIGN LOADS Ground Snow Load 0 Wind Speed 130 EXPOSURE CATEGORY B RISE/RUN = 12 MOUNTING . DETAIL . PV MODULE, TYP. MOUNT TO RAFTERS OF FLAT ROOF, PARALLEL WITH PLANE OF ROOF SPAN=TRUSS - PV ARRAY TYP. ELEVATION NOT TO SCALE PERMITTED LEVELING FOOT SPACING 11 L -FOOT WITH CONNECTION END CLAMP FRAMING BELOW SHOWN DASHED FOR CLARITY I PHOTOVOLTAIC I MODULE ROCK -I PEDESTA HEX FLAN 300S ('2' SIDE VIEW P 3O NOT TO SCALE SLIDE TORQUE TO 7 F -CBS (114.48 SS SCREW) 8 AWG TO 14 AWG COPPER YME END CLAMP OUE TG 7 PT OW -20 ss seas 2 WITH NEW GBL•4DBT UL2703 Usted Laon Lug 2. UL LISTED LAY -U4 LUGS TEETH MUST FACE TOWARDS THE PV3.0 RAIL, NOT THE GROUND LUG 3. DRILL A 17/64' HOLE TO THE GROUND LUG (AS NEEDED) t 4. NO SURFACE PREPARATION IS NEEDED ON RAIL OR MODULE I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L -FOOT WITH CONNECTION MID CLAMP I I I I I MID CLAMP PERMITTED LEVELING PV3.0 FOOT SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE j 6' FLANGE NUT 0 SERIES SS ' ID EPDM BONDED WASHER SERIES SS ROCK-rT SLIDE REENFASTEN BUSHING COMPRESSION PLATE UPPER LEVEL MASTIC cclD:(4) 5116'x3• SCREW - c SIMPLEGRIP BASE ROOF LEVEL MASTIC %1 SIMPLEGRIP MOUNT PV- 3.0 NOT TO SCALE CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY SLIDE EPOM BONDED WASHER FORMS WATERTIGHT SEAL WATERPROOF MASTIC 1311 Z- 135 Z-3 a NOTE: REQUIRES FOUR SCREWS INTO ROOF PER MOUNTING FOOT. TWO OF THE FOUR SCREWS NEED TO BE PLUNGED INTO THE RAFTER ISO' FROM ONE ANOTHER RCI IpN . 9 24" SPACING) L= 48 MAX CLAMP SPACING $ , `i9 19n15bpfP! . ( % m PORTRAIT, 72" MAX CLAMP SPACING LANDSCAPE Ne .....Al. Ill V G ; , ' jy,? cy O & •.y °.° j/ • fY Iw (WHEN 16' SPACING) L= 48' MAX CLAMP SPAZrIN a f PORTRAIT, 64" MAX CLAMP SPACING LANDS. rn e EXP. * _ Mm e e Sly rRu-c NSP -97 0 o O ENDCLAMP PHOTOVOLTAIC MODULE = U3 L=MAX ALLOWABLE CLAMP SPACING. \ 48' PORTRAIT, 72' LANDSCAPE (FRAMING TYPE) L -FOOT WITH CONNECTION PV SYSTEM MOUNT DETAIL TO SCALE TRUSS 2X4 AT 24" O.C. co In Lo U Lo C: Cu Lo a W N N W 'o m L) N c Z LL N @~ > cZ >%000 C r --to J ak WIN U) U v n J U OD O U) tD I- w to CID ?mr- U j Z "II - 20 Z 0 x U) } U J J Z co w U) N 0 Z Z Z U SHEET NAME: Z J F- 0 2ol w SHEET NUMBER: M I..L SO P300 18 PV MODULES PER INVERTER =4680 WATTS STC 1 STRING OF 18 PV MODULES 0 0 0 Vi 0 0 0 1 * CONFORMS TO ANSI C12.1-2008 JUNCTION BOX WITH IRREVERSIBLE GROUND SPLICE NEMA 4 2 SOLAREDGE SE380OA-US-R INVERTER' ti Conduit Conductor Schedule (ALL CONDUCTORS MUST BE COPPER) Tag # Description Wire Gauge # of Conductors/Color Conduit Type Conduit Size 1 PV Wire 10 AWG 2 (V+, V-) N/A -Free Air N/A -Free Air 1 Bare Copper Ground (EGC/GEC) 6 AWG 1 BARE N/A -Free Air N/A -Free Air 2 THWN-2 10 AWG 2 (1V+, 1V-) R/B EMT 3/4" 2 THWN-2 - Ground 8 AWG 1 GRN EMT 3/4" 3 THWN-2 10 AWG 3 (11-1, 1L2 1N) B/R/W EMT 3/4" 3 THWN-2 - Ground 8 AWG 1 GRN EMT 3/4" CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY Square D #DU221 RB 240V/30A UNFUSED NEMA3 OR EQUIVALENT SOLAREDGE DC SAFETY I SWITCH VISIBLE/LOCKABLE 'KNIFE' A/C 3 DISCONNECT CONFORMS TO NEC 2014 o- 6 r s ' < 0• 9731..- " POINT OF ,(Oa CONNECTION - LOAD SIDE . NEC 705.12(D) Z) 1 MR MINIMUM GEC SIZE 3 6 AWG COPPER 240V/ 125A CENTER -FED LOAD -CENTER Created with Electrical Template Revision 9/10/15 a z c u w ~ a? Co J W QZ mW— w Q n Q Vf n co v N SHEET NAME: W C LU Q Z (n ❑ SHEET NUMBER: O W I Design Conditions: I ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE WITH NEC 690.8, TABLES 310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(1 6), CHAPTER 9 TABLE 4, 5, & 9. LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA TABLES. ASHRAE 2013 Highest Monthly 2% DB Design Temp 47°C. Lowest Min. Mean Extreme DB -7.5°C DC Safety Switch: Rated for max operating condition of inverter NEC 690.35 compliant *opens all ungrounded conductors Calculations: Breaker calculations dependent upon inverter Continuous Maximum Output. Wire Gauge Calculated from NEC code 310.15(B)(16) with ambient temperature calculations from NEC 310.15(2)(a) using the 90*C column (On Roof) or 75*C column (Off Roof), *310.15(B)(3)(c) for 1/2" minimum clearance of the conduit above the roof and 310.15(B)(3)(a) Adjustment factor for current -carrying cunductors in a raceway. - When a wire is upsized in the conduit conductor table, voltage drop adjustments were made SE380OA-US-U Max Output = 15.83A x 1.25 (NEC code 210.19(A)(1)(a))=19.80A. (off roof): 10 gauge wire rated for 35A x 0.820000(Off roof temperature derate; Only applies if derate is < .85) 42.68A > 19.80 (max of solar panel production). (on roof): 10 gauge wire rated for 40A x 0.50 ambient+*22°C x 1 fill derate of 2 current -carrying conductors = 20.00 > 18.75A (Max circuit output per circuit 15 x continuous duty uprating 125%). System Specs: Max DC Voltage Nominal DC Operating Voltage Max. DC Current per String Nominal AC Current 500V 350V 15A 47.5A PV Module Rating @ STC Model Make/Model YL260P-29b Amps Max Power -Point Current (Imp) 8.59 Amps Max Power -Point Voltage (Vmp) 30.3 Volts Open -Circuit Voltage (Voc) 37.7 Volts Short -Circuit Current (Isc) 9.09 Amps Max Series Fuse (OCPD) 15 Amps Nominal Maximum Power at STC (Pmax) 260 Watts Maximum System Voltage 1000 V (IEC) / 600 V (UL) Volts Voc Temperature Coefficient -0.32 %/C Other Notes Solar PV System AC Point Of Connection AC Output Current Accoding to Nec 690.8(B)(1) 19.8 Amps Nominal AC Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Optimizer Solar Edge P300 DC Input Power 300 Watts DC Max Input Voltage 8-48 Volts DC Max Input Current 12.5 Amps DC Max Output Current 15 Amps Max String Rating 5250 Watts Inverter Make/Model SE380OA-US CEC Efficiency 98 % AC Operating Voltage 240 Volts Continuous Max Output Current 16 Amps DC Maximum Input Current 13 Amps Short Circuit Current 17.5; ;i iai gimps Max Output Fault Current 17 5`\\Etipe A'/ 2Qrn3 CITY OF LA QUIN2 BUILDING & SAFETY DEI APPROVED FOR CONSTRUCTION DATE SY w t- S s SHEET NAME: W o 2 CV W 0' J < V/ SHEET NUMBER O W 10 INVERTER GROUNDED SYSTEMS PER 690.5(C)M (ENPHASE: AT J-13UXt5) WARNING ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED COMBINER BOXES, J -BOXES, DISCONNECTS, DEVICES & INVERTERS IN UN -GROUNDED SYSTEMS PER 690.35(F) (N I KING SYb I tMJ) WARNING ELECTRICAL SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED CONDUIT AND RACEWAYS (LABELED EVERY 10') WARNING: PHOTOVOLTAIC POWER SOURCE 8 -7 ,7 i DC DISCONNECT PER 690.17 & 690.53 1 Z SOLAR DC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PHOTOVOLTAIC POWER SOURCE DC DISCONNECT RATED MAXIMUM POWER POINT CURRENT (IMP) 1S A RATED MAXIMUM POWER POINT VOLTAGE (VMP) 60 V MAXIMUM SYSTEM VOLTAGE (VOC) 60 V SHORT CIRCUIT CURRENT USC) 15 A MAIN BREAKER DE -RATED TO DUE TO SOLAR CIRCUITS 2 AMPS MAX ALLOWED DO NOT UPGRADE 3 NOTE: SIGNAGE CHARACTERISTICS - MIN. 3/8, REFLECTIVE, WHITE, ARIAL, ALL CAPITAL LETTERING ON RED BACKGROUND MADE OF WEATHER RESISTANT MATERIAL. AC DISCONNECT AND ANY LOAD CENTERS (COMBINER PANEL) PER 690.17(E) & 705.12 5 PHOTOVOLTAIC AC DISCONNECT PHOTOVOLTAIC AC DISCONNECT RATED AC OUTPUT CURRENT: 19.8 A 6; NOM. OPERATING AC VOLTAGE: 240 V WARNING ELECTRICAL SHOCK HAZARD. 7 DO NOT TOUCH TERMINALS. TERMINALS 7 ON BOTH THE UNE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION INVERTER OUTPUT CONNECTION (SOLAR BREAKER) AT MAIN SERVICE PANEL PER 705.12 WARNING 4 INVERTER OUTPUT CONNECTION DO NOT RELOCATE -' ( OVERCURRENT DEVICE MAIN SERVICE PANEL SIGNAGE (INSTALLED ON THE FACE OF THE SERVICE METER) PER 690.54, 690.56(B) & 705.10 NOTE: Roofline Placard not needed unless PV disconnect is not at same location as Main Service CAUTION: SOLAR ELECTRICAL SYSTEM CONNECTED ER TO THIS FROG THE FC • ONN Y WARNING: DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM RATED AC OUTPUT: 19.8 A NOM. OPERATING AC VOLTAGE: 240 V PWAIN SERVICE ITY OF LA QUINTA UILDIING & SAFETY DEPT. APPROVED FOR CONSTRUCTION 1111111" sr of QO/ sty ''eu7gu+_Nvrce,0 ` lI No 0 e - o e2 0 Cid %.-- 9731 0 al M (n V N Ln r N v M LA a v o p Ln c aj ;° u c Q Q cr v Ln Ln D N a 46- U U ro p N OC 1p C WLn Y Z m r >_ M Irl m > Z rn N W W Z r - J J LJ1 In N N J 00 z zUv in SHEET NAME: (SHEET NUMBER: ROOFTOP ARRAY EVERY 10' CAUTION: SOLAR ELECTRIC SYSTEM CONNECTEDU61 AND WITHIN V PHOTOVOLTAIC DISCONNECT OF ELBOWS Property of Vivint Solar ti0 ?O _P N `G20 o % O.F NOM. OPERATING AC VOLTAGE: 240 V O,+O,F F ING-INVERTER ♦ .P SYSTEMS + 9 WARNING 8 CITY OF LA QUINTA -9 BUILDING & SAFETY DEPT. ,12 ; APE® 7 7 7 FOR CrO SSR CTION DATE B 10,6 6 6 2 . rte'✓!• 7 5, 5 5 1 SOLAR INVERTERS 13; . IF APPLICABLE 3 v m v u `` I:XT'98vq!10tlggpG, r v C & CAUTION: SOLAR ELECTRIC SYSTEM CONNECTEDU61 ni PHOTOVOLTAIC DISCONNECT ' Property of Vivint Solar Property of Vivint Solar RATED AC OUTPUT CURRENT: 19.8 A 1 SOLAR DC DISCONNECT o % MAIN BREAKER DE -RATED TO DUE TO SOLAR CIRCUITS NOM. OPERATING AC VOLTAGE: 240 V SOLAR DC DISCONNECT 1 AMPS MAX ALLOWED 2 DO NOT UPGRADE n• C WARNING —" Property of Vivint Solar 12 ` ELECTRICAL SHOCK HAZARD. O MAXIMUM SYSTEM VOLTAGE (VOC) 60 V 7 `. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION s. WARNING: DUAL POWER SOURCE / SECOND SOURCE IS PHOTOVOLTAIC SYSTEM 13 Property of Vivint Solar / WARING: PHOTOVOLTAIC POWER SOURCE J RATED AC OUTPUT: 19.8 A NOM. OPERATING AC VOLTAGE: 240 V 88, Property of Vivint Solar WARNING 4. INVERTER OUTPUT CONNECTION WARNING ` DO NOT RELOCATE OVERCURRENT DEVICE ^ y ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED 5 '' PHOTOVOLTAIC AC DISCONNECT ' NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar 8 CITY OF LA QUINTA -9 BUILDING & SAFETY DEPT. ,12 ; APE® 7 7 7 FOR CrO SSR CTION DATE B 10,6 6 6 2 . rte'✓!• 7 5, 5 5 1 SOLAR INVERTERS 13; . IF APPLICABLE 3 v m v u `` I:XT'98vq!10tlggpG, r v C & ELECTRICAL SHOCK HAZARD ni THE DC CONDUCTORS OF THIS 10 PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED 1 SOLAR DC DISCONNECT o % Property of Vivint Solar SOLAR DC DISCONNECT 1 Property of Vivint Solar m n• C PHOTOVOLTAIC POWER SOURCE DC DISCONNECT —" RATED MAXIMUM POWER POINT CURRENT (IMP) 15 A 12 ` RATED MAXIMUM POWER POINT VOLTAGE (VMP) 60 V O MAXIMUM SYSTEM VOLTAGE (VOC) 60 V SHORT CIRCUIT CURRENT (ISCI 15 A s. Property of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER 13 SOURCE AND DISCONNECT LOCATIONS. PLACARD ! ' SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL PANEL (only when necessary) 8 CITY OF LA QUINTA -9 BUILDING & SAFETY DEPT. ,12 ; APE® 7 7 7 FOR CrO SSR CTION DATE B 10,6 6 6 2 . rte'✓!• 7 5, 5 5 1 SOLAR INVERTERS 13; . IF APPLICABLE 3 v m v u `` I:XT'98vq!10tlggpG, r v C & ni 2 e G' o % m n• C ^ 00 0600 W u 9731, ; q .,, • ..... O s. DC IVI DISCONNECT INSIDE I* aYlr r .tir +:a ,r. 1 I a.e a* and .m iW ea *9 r am aae 1 *0 .w t.,L VAP sr► ; (MAY BE ON "ROOFTOP COMBINER VISIBLE/LOCKABLE SUB PANEL MAIN SE V I INTEGRATED WITH ARRAY) PANEL A/C DISCONNECT VIVINT SOLAR METER VISIBLE/LOCKABLE (WHEN - DISCONNECT JUNCTION p ( WHERE REQUIRED) A/C DISCONNECT — 8 (WHERE REQUIRED) REQUIRED) `` PANEL BOX STRING -INVERTER 4 SYSTEMS TYPICAL SOLAR GENERATION INSTALLATION (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) 4 INSIDE PANEL INSIDE PANEL THESE PLACARDS SHALL BE PLACID ON ALL EVTEIUOR AND EXTERIOR DEREC -CURRENT (DC) CONDUIT, ENCLOSURES. - ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, REACE-WAYS. CABLE ASSEMBLIES.JUNCTION BOXES, COMBINER BOXES. AND DLSCONNECTS TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (3018 MMJ WITHIN 1 FOOT (305 THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OF TURNS OR BINDS AND WITHIN I FOOT (305 MM), ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES. WALLS OR BARRIERS m m m Z a WW W L U Z Z SHEET NAME: vi ca z z W CC g3 SHEET NUMBER: O V4 J IO