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PMT16-01293 City of Menifee Permit No.: PMT16-01293 29714 HAUN RD. Type: Residential Electrical �A-CCEL/> MENIFEE, CA 92586 MENIFEE Date Issued: 0 5/1 912 01 6 PERMIT Site Address: 25431 MOUNTAIN SPRINGS ST, Parcel Number: 339-471-029 MENIFEE, CA 92584 Construction Cost: $20,100.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 14 MODULES, 14 MICROINVERTERS,4.58KW Work: Owner Contractor JONATHAN TUASON SUNPRO SOLAR INC 25431 MOUNTAIN SPRINGS ST 34859 FREDRICK STREET STE 101 MENIFEE, CA 92594 WILDOMAR, CA 92595 Applicant Phone: 9516787733 BOB KORNMANN License Number:830451 SUNPRO SOLAR INC 34859 FREDRICK STREET STE 101 WILDOMAR, CA 92595 Fee Description Oft Amount 1$1 Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 3.00 General Plan Maintenance Fee-Electrical 1 12.60 $453.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjurythat I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter!)(commencing with section 7000)of Division 3 of the Business and 0 I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effect the following reason: License Class C-I0 A t License N . �3Qy�I g m signature below I acknowledge except for my y y g g ppersonal residence Expires it Signature ( in which l must have resided forat leastoneyear prior to completion of improvements covered by this permit.I cannot Iegallysell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which www.leeinfo.ca.eov/calaw.html. this permit Is issued. Policy# Date di have and will maintain workers compensation Insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which jar By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: \ application and the information I have provided is correct.I agree to comply Carrier �o.�� ' F1.1 CI with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy# olaSls S2—I'-f Expires 4/1 /17 enter the above identified property for inspection purposes./ / (This section need not to be completed Is the permit is for one-hundred 42�� S/, Date /5 'G dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT of l certify that in the performance of the work for which this permit is issued, I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,1 shall forthwith ompI with those provisions. / Will the applicant or future building occupant handle hazardous material or a Applicant Date `r/15 �b mixture containing a hazardous material equal to or greater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes ONO UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the Intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modfication from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Aft Quality Management District(SC construction or See moon fro checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY 0 Yes ONO I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) 0 Yes 0 No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of Contractors License Law for the reasons)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 hazardous material reporting. Business and Professions Code).Any city or county that requires a permit to ciYes ❑No construct,alter,improve,demolish or repair any structure,prior to its Date issuance,also requires the applicant for the permit to file a signed statement PROPERTY OWNER OR AUTHORIZED AGENT that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation far most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certiried firms and win ply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their 01,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code,The Contractors State License Law does not apply to an owner of a in An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the Improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or Improved for the purpose of sale. in No EPA Lead-Safe Certified Firm Is required for this project because: ❑1,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 a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. EsGil Corporation In Partnership with Government for Buird'ing Safety DATE: 05/03/16 0 9PPLICANT fYJLIRIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-01293 SET: I PROJECT ADDRESS: 25431 Mountain Springs St. PROJECT NAME: JONATHAN TUASON 14 @ 327 Watts Micro-inverters Solar Photovoltaic System ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted Telephone #: Date contacted: ( , 9 ) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 04/26 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-01293 05/03/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-01293 PREPARED BY: Sergio Azuela DATE: 05/03/16 BUILDING ADDRESS: 25431 Mountain Springs St. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Junsdiction Code ntnf Manual Input Bldg. Permit Fee by Ordinance + Plan Check Fee by Ordinance + Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats E 1.5 Hrs. EsGiI Fee $105.00 $157.50 ` Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ ' ° — •T-r�Z.-Tv�a h 1 - A + Design-Driven Advantages , #1 module aesthetics and efficiency' Unmatched module reliability' No electrolytic capacitors 25-,year Combined Power and Product Warranty Maximize Value for Roof Size system for roof,r.ot for string inverter Opurnize performance of each module Expand Deployment Options Complex roofs and partial shading Small systems • System expandability Simplify& Speed Installation factory-integrated mcroinvertei Optimize System and Installation Efficiency Robust,double-locking AC connectors Design I'lexibdity odsae and or-site SunPower AC Modules,which include a factory-integrated SunPower No DC string sizing process microinverter,provide a revolutionary combination of high efficiency, Fewer installation steps than competing systems Intuitive commissioning high reliability,and module-level DC-to-AC power conversion.Designed Component of Complete System specifically for use with SunPower Invisilvouriff and SunPower Monitoring Built for use with SunPower' InvisiMount"I System,SunPower AC Modules enable rapid installation,best-in-class system and SunPower Monitoring System aesthetics,and intuitive visibility into system performance.All this comes with Superior system reliability and aestnetics the best Combined Power and Product Warranty. t C UL US '^ignen c:cv-,3,]UO mlrcw+sidar Panels.niw:oc'..+�oawF v.;ney,fec[0 5 t.l n p o W e r.C o m iy +ank+rw h'•adulx DumtAry Inivaovc rutlL•4eGnn, Fraunho�e•CSE,feu 1N:.F+m ow ul[he top eghr larger,rrwuuia¢w-en were s+aeeJ Cnmffma..:.2 e:al 5:^.Power hsod.ile Degranx:nn par;'S:nr'mn^xnne pacer.feF?0'3 Dataspeet SUN POWER' Sec r,.n:sunpo;;artnrpmm/ta¢s fa de;allz to Model: E20-327-C-AC _ Solar Cefls 196\lorocrys[alLne Maxeen"Gen III (Nominal Powerli - Pnom -I`327 W High-transmission tempered glass wth Front Glass an[I-refemve(AR)coating Power Tolerance Ptcl +5/-W, -- -- - =4 Environmental Rating Outdoor Rated Avg,Power Effioency° 9 _ j 204.5 Framn ! Class black anodized(highest AAMA rating) Temperature Coeffuen[(Power) I P -0.38%/'C y1eight . 455 as(206__) �— •Three bypass diodes Max.Recommended )3 ir.(33 min) Shady Tolerance •Integrated panel-level maximum Module Spying_- - — power point trackicg Operating Temp. i -40'Ftc 85 F(-40°C to-SS`0- — —— — �_ Max.Amu,nt Temp. , 133 F(56`C) —_ -- j Ou out @ 240 V(min/nom/max.) 2t 1/2�.Ul:u4 V OotpUt @ 208 V(mir../nom/max.) 183/208/229 V Max.Loatl j Wind 3000 Pa(62.6 psf,305.6 kgkr0 franc&back I Snow 6000 Pa(1253 psf,617 7 kg/m.')franc Opei atmg Frequency mren/nom./max.) 59.3/600/605 Hz ImpactResistance 1 inch(25 mm)diameter hail at 52 mph(23 m1s) j Output Power Factor(mn.) 0.99 I AC DAay..Continuous Output Current r- 2-0 V - 33 A i r •25-year limited power warranty AC Max.Continuous Output Current @ 208 V 1.54 A i i Warranties •25-year limited product war-arty AC Max Continuous Output Pourer j 320 W •UL 1741,including compliance with applicable requl re.- OC/AC CEC Conversion Efficiency 96VA merts of IEEE 1547 and IEEE 15471 Max Units Per Branch Circuit @ 240 V 12(single phase) Certifications •Akerranni Curren[ Module designation enables insWllaComn accordance wrtC NEC E90.6 - Mar.Unhs Per Branch Orcu t c?208 V 10(cwp oolel - it-,.inlm: U Z L U I_IJ LIJ_I_I I-_ '- I-I-I-I--I-CI]_I_I_ L I� I � LfiUC O_Cl r: - AStandard tog.cniineons0 cap w/m'Irr.d,rce,AI/IS,tYL;.iNA,-ml p IA[CS 1-avGvutase. _ d. i .ao•.o' ,_ .i-d pain e.• ..n•vlu¢r.� NOTICE OF COMPLETION U L, AND AUTHORIZATION TO APPLY THE UL MARK 09115/2015 Sunpower Corp Mr. NATE SCHWELLER 77 Rio Robles San Jose Ca 95134-1859, United States Our Reference: File E478330 Project Number 4786967701 Your Reference: 933027800 Project Scope: UL Listing of AC Module Models SPR-X21-335-BLK-C-AC, SPR-X20-327-BLK-C-AC, SPR- X21-345-C-AC, SPR-X21-335-C-AC, SPR-X20-327-C-AC, SPR-E20-327-C-AC, SPR-E19- 320-C-AC Dear Mr. NATE SCHWELLER: Congratulations! UL's 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 UL's 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 File TO BE DETERMINED,Vol.TO BE DETERMINED. Records in the Fallow-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://www.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, Reviewed by: Matthew A. Tamashiro Bruce A. Mahrenholz 408-754-6693 847-664-3009 Staff Engineer CPO Director Matthew.A.Tamashiro@ul.com Bruce.A.Mahrenholz@ul.com NBKF2AC-61B286 This is an electronically generated letter.Signatures are not required for this document to be valid. Page 1 of 1 • Improve Support, SunPower Monitoring Solution, Reduce Maintenance Costs Plug and Play Installation An intuitive monitoring webs!te enables you to: This complete solution for residential monitoring includes the See a visual map of homeowner sites SunPower PV Supervisor SX(PVS5x)which improves the installation Remotely manage hundreds of sites process.overall system reliability,and customer experience. Receive elective system reports Compact footprint for improved aesthetics Locate system issues and remotely diagnose Robust cloud connectivity and comprehensive local connectivity • Diagnose issue online Flexible configuration of devices during installation Di ll down for chip status of individual devices Consumption monitoring - Revenue-grade production monitoring Web-based commissioning app Remote diagnostics of PVS5x and inverters Durable NEMA 3R enclosure reduces maintenance costs Add Value for Homeowners Robust Cloud Connectivity Multiple options to maintain optimal With the SunPrwer Monitoring System ' homeowners can: connectivity: • See what their solar system produces each Hardwired Ethernet day, month,or year Power Line Communication(PLC) Optimize their solar investment and say-on wi-pi energy expenses. Cellular backup See their energy use and estimated bill savings See their solar system's performance using the SunPower monitoring website or mobiie app 0 r.4 0 Supports Multiple Inverter Types Supports SunPower 96-cell AC module systems,DC string inverter systems, and hybrid(DC and AC)systems. SUNPOWER 3 SunPower Monitoring Website PV55x SunPower AC Modules I e I �■I U - �• Multiple communication Supports SunPower 96-cell options include Ethernet, AC modules,DC string 7 PLC,Wi-Fi, and cellular inverters,and hybrid(DC and AQ systems Compatible SunPmver AC.VodJc - -- — mPcr,.[are �GCtr P_i-22°Fto t740`Fi Inc,'. r IAC':ratlaLs,3�) _ (numbersupponed per PVSSx) Humidiry(m ximam)�'1 9595,nor condensing --- - --- " —"�— (r mbei sule pported Inverters Fronius(10),SVA(10),ASS(30) - - -- - (number suppprtetl per PV55x) Highspeed Internet — internetAccess Accessible water or switch I Inverters and u�'[ers�� Power , 240 VAC 50 or 60 H; IRS-435 PLC for 96-c II AC modules Integrated Metering One channel of revenue-grade prediction metering(ANSI C1220 Class 0.5)and two channels of net metering _---�- - ! Ethernet _�_WAN and CAN port weight Sk albs) Integrated HornePlug AV standard Communication to PLC Dimensions 345 om cm x206 rmx9.3cm(13.61nx8,1 in r.3.6 in) PLC devices o,erACwinng Enclosure Rating T;pe 3R l Vdi-F 602.i 1bxein CCICAar ! 3G UM5 — i Z,gl3re Home automation,mverter commun,cauons,meter readings Homeowner Webste Innn for i np�x- rpm ! USE TypeA Supports add,tional communications up 100.5 Amps — - ; (for example,Wl-F,9h,etooth") Parer Website 1 5 n Owominnan,cnnV r1gnnr ; -- - Memory 2 G6 dash Browsers Firefox,Safari,Chrome,Internet Explorer GE1 B,,abile De-vices iPhone iPad-.and Android" Data Storage i 60 days Homeowner App t.Create account online at.runner ussn>nwa� Lupgrades Automatc r:rmware upgrades 2.On a mobile deuce.download theS nPower Venitonng app — from Apple App Stnre or Google Play'^store. �3.Sign in jsing aeen..inl email and passwnrrf . Warranty 10year Limited Warranty Cemficaaoas UL,cUL,Ea60950 EN6132C 1 �{( C �� as ��' ���::III l6fFL FCC ID:YAW513402 ITE:E477122 9 Laboral,r)-Tioetl - 2,359lbs Yrrliod Pall.w t! -fit L/ 808Is Patent 106,360,491 Flashable Roof Stanchion - Fastlack® FJ-300-18 The patented design of the FastJocko can he easily expressed as the most innovative,efficient For Onteyo style Rashings t and cost-effective tool of it's kind! Between the precision fN(machined base and stanchion along with strict engineering and material standards,the FaslJackO has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt(included)! a y Four Sizes Available! ,1 Fd`5Y',f`- 3" High Part# FJ-300-18 :' •Y�."k For low profile installations using Oatey©(lashings(for composition shingle rooftops) FastJockO FJ-450 I S _ 4-1/2" High Part# FJ-450-18 For standard height flashings For installations using standard fleshings(for composition&flat rooftops) 6" High Part# FJ-600-18 For standard fleshings(for flat file rooftops) 7.1/2" High Part# FJ-750-18 For standard fleshings(sized for S-curve file roofs and/or double flashed installations) The Fast Jack®design is covered under Pot.16,360,491 •Using lea 5/16"x3-1/2"Lag Ball Commercial FastJackq also available (rated at 4,250 lbs.) - r r 1 r s r r Benefits of the FastJacko Easy installation t of fleshings on 316"" 3le"SS Bo Removable post makes Installation SS Hex Bolt on on existing �).� Fiat Washer 3 .., , roofs/retrolitquidc and eary(refer to the illustrofion existing roof-tops to the right) 'oI �;. , • Patented design locates the lag bolt directly The post can he :a under the stanchion providing superior strength values Standard 8 Oateyo Flashings installed through • Fast & easy to install - saves time and labor slip over the base and under the ` the top of the l — _- casts delicate shingle 7 - �(/ flashing • Precision machined from extruded aluminum, • , there are no welds to corrode or break t % I a Significantly lighter than steel for installer J convenience and reduced shipping costs. - -_- • a 5196"x 3412'. • Integrated drill guide insures perfect pilot holes SS Lag Bolt �> every time - minimizes the possibility of splitting Threaded Fast _ l ' roof rafters Jack Base • Base design allows virtually any roof flashing to install flat on the roof deck I Email 2rs for j more information 'Prosolar@prosolar.com FastJack- Bulk packaging means easier stocking abilities,less packaging waste and quicker,more convenient installation.Everything in the photo below is shipped in a recloseable box for storage of extra parts. • ra<..euo.m { {rL b u k The Fast Jack©is available in four convenient sizes. 'V ?TT— j All sizes are packaged in quantities of 18 per box: 18 - I" Round Posts(3",4-1/211, 6" or 1-112" tall) Il�illl � l w ueht m if., ur uE'm ut 18 - Threaded bases 18 - 3/8"x 3/4" SS Hex Bolts f4'a : 18 - 3/8" SS Flat washers u - .00 40 - iia - 18 - 5/16n x 3" SS Lag bolts I _ us'tu ut'w ru >y in nt in40 18 - 5/16" SS Flat Washers Easy Installation: LT ® r 0 Flashing Template Available for Oatey _ ® �-. (Pictured)and standard - flashings.Makes cutting in / a perfect flashing easy and painless! -' Kit includes Fast rY Jack post threader ® ® with knob ©Professional Solar Products,Inc March M. InvisiM ountTm Residential Mounting System IN STALLATI®N GUI®E These instructions describe attaching the rails parallel to the peak(E-W)and installing the modules on the rails in portrait position (the most common configuration).The rail length is optimized for 72-and 96-cell SunPower modules:one rail accommodates 3 modules in portrait position or 2 modules in landscape position.SunPower provides neither guidance nor recommendation for the method you choose to attach the L-feet to the roof. Your array should be fully designed and all required permitting obtained before you begin.Access the Dealer Portal and refer to the SunPower InvisiM ountTm bill of materials(BOM)generator tool to obtain the correct span between attachments.It is acceptable to attach either to the rafters or to the roof deck. Note.The maximum distance between roof attachments(L-feet)is 72"(188 cm). Document#508988 Revc 1 SunPotver Proprietary join Rails Depending on the roof slope and other factors,you " + may instead decide to join rails on the ground before transporting them to the rooftop.The rails and the splices have pre-drilled holes for the splice - screws. Important!The rail splice is an integral part of the G • Ge e ,y ground path.There must be no interference between the splice screws and the L-feet. Therefore,ensure that the splice screws will not interfere with your eventual attachment of the rail to the L-feet. 1. Fit a splice halfway into a rail end,align the splice holes with the rail holes,secure the components so that they will not move, and Fig. 1 then drive a splice screw through the aligned hole pair that's nearest the end of the rail("1;'Fig. 1),stopping 113 turn after the screw face has contacted the railface(Fig.2). (Doing so will Only 1�3 turn more provide approximately 40 in-lbs[4.5 N-m]of ` after screw face torque.) Drive another screw through the other contacts rail face hole pair in the same manner("2,"Fig. 1),and then use a torque wrench to verify and(if ¢ necessary)apply final torque. If a screw becomes dull and prevents smooth, i consistent penetration of the splice, use a new screw in the original hole. If a screw breaks, drill a new 5 mm hole in the rail and splice no nearer Fig. 2 than 1/2"(1.3 cm)from the original hole,and drive a new screw through the rail and into the splice—do not reuse the original hole. 2. Fit the second rail all the way onto the splice protruding from the first rail,and align the respective holes. Note.The rail holes and splice holes must be aligned;the rail ends are not required to be in contact with each other. Document#508988 RevC SunPOW2r Proprietary 2 3. With both rails still secured,through the two holes in the second rail,drive two of the screws in in the same manner and sequence:the screw nearest the rail end goes in first,such that there are four screws per splice—two through each rail end (Fig. 1,second rail not shown). Install Flashings, Roof Attachments, and Rails too S�idechani 1. Define the installation zone on the rooftop and mark it for penetrations as necessary. 2. Referring both to the flashing(if appropriate for the Fig. roof type)and to the attachment manufacturer's documentation: a. Install all of the flashings. b. Install all of the roof attachments. c. Attach an L-foot to each of the roof attachments according to the method described by the attachment manufacturer's documentation. Leave the Bolts attaching hardware finger-tight for the moment. 3. Position the rails on the roof,adjacent to the L- Fig. 4 feet and such that the side channel of each rail is facing the roof peak(Fig. 3 and Fig. 5). lmpc,lant;To ensure precise alignment with the peak array's footprint(perimeter), cut rails only after / you have adjusted them to an even height and fully secured them to the L-feet. 4. For each rail, determine the number of L-feet to / which it will attach, and then slide that number of bolts into the rail's side channel(bolt heads fit into channel; Fig. 4). 5. Position the rail—with its side channel facing L-foot toward the peak—adjacent to and "below" (relative to the peak)the L-feet for the given row (Fig. 5). Fig. 5 Note. L-feet must only"face"the peak(Fig. 5). Document#508988 Re< sunpower Proprietary 3 6. L-feet must be positioned such that the L-foot- to-rail bolt is a minimum of 2"(5 cm)from the Top view end of a rail(Fig. 6); and a minimum of 2"(5 cm) from any rail joint(Fig. 7). Rail 7t] �r l5 CM) Fig. 6 Side view Min. 21, `5 CM) Rail Rail2 L_fOC I Min. L"� 7. Attach the rail to the L-feet by fitting the rail Fig. 7 bolts through the slots on the L-feet and then finger-tightening an M10 nut on each of the • bolts. • • Position each bolt at the ® midpoint of the vertical slot in its L-foot(Fig. 8).This will provide the greatest vertical adjustment flexibility. Fig. 8 Document 4508988 RevC SunPower Proprietary 4 8. To ensure that the installed modules will appear as an even plane, SunPower recommends that Level rails before you use a string line and level(or other method) to ensure that the top surface of the rails is even(Fig. 9). instal" o°.� - -a '�IIIWg modlI les 9. After you are satisfied that the rails are level, _ _ T tighten each L-foot nut to 375 t 20 in-lbs(42 t 2 -- — — N-m). - - — Note.The L-feet should still be only loosely c M—�— attached to the roof attachments. 10.Tighten all of the L-foot-to-roof-attachment hardware according to the attachment manufacturer's instructions. = � Fig. 9 Document#508988 RevC SunPower Proprietary 5 Attach Ground Wire oRoute and attach the row-to-row ground wire before installing any Transition box Row 1 modules. Important!Install one ground lug assembly per row (Fig. 10), not per rail. If your array has a standalone Row 2 module, however,you must install one ground lug assembly on each of its rails(refer to Section 1.12.5). Fig. 10 1. Slide the rail nut(Fig. 11)into the end of the top channel of a rail and position it where you want to attach the ground wire(you can disassemble the ground lug first if necessary). M6 o [ Lug WCsher Rail nut Fig. I i Document#508988 RevC SunPower Proprietary 6 2. Position the washer directly over the rail nut (Fig. 12), and then use the MIS bolt to attach the Lug screw B q o lug to the rail nut by first orienting the lug 14 parallel to the array(Fig. 13),finger tightening qr the bolt,and then applying an additional 5/6 of a '! - turn only(Fig. 14). Doing so will provide approximately 85 t 5 in-Ibs(9.6 N-m)of torque. ® If a 3/8" driver will not work, use a 1/4"driver(with a stop feature) for the final 5/6 turn. __„�; _ 3. Attach the copper ground wire to the lugs such that the rails are bonded together as per NEC. Fig. 12 Tighten the lug screw to 35 in-Ibs(4 N-m)(Fig. 12'' Peak As you add modules, reposition the ground wire as necessary such that it will remain below the It module frames but above the rails and will not contact the module frames or the rails! Because it is possible that,over time,the ground wire may inadvertently come into contact 0 with a rail or other system l—� component,attach another ground lug assembly to the rail and route the ground wire through it, Fig. 13 to act as a spacer/retainer and help ensure that the ground wire M6 bolt 't remains securely in the position in which you installed it. I j 4. Following standard construction practices and the NEC, connect the array ground wires to the buildings ground. Only 5/6 turn more after bolt is snug Fig. 14 Document n508988 RevC .., ,... .... . 7 Install Modules Side view Van L-foot in its final installed position extends above the top surface of the rail,you must ensure that the L-foot does not contact any part of d7e module or module frame Fig. 19). - ,= Do not step on,stand on,or walk on the modules or the module frames,and do not place Rail anything whatsoever on them—even for a moment. L-'loot 1. Side an end clamp over the same end of each of the row's two rails,such that the clamp opens Fig. 19 away from the roof peak(Fig.20).Position the clamp near the end of the rail. Note.End clamps are not part of the system Peak , ground path. 2. Position the first module atop the rails. OAlways have two workers transport and position each "mil module. r ,f ianff If you are installing modules in : yam: landscape position,ensure that you review the module positioning table at the beginning of this section. Fig. 20 3. Move the first module into position near the end of the rails,and then reach under the module and slide the end clamps toward the rail ends, ensuring that each clamp fits over the module frame edge as far as it will go Fig.21). 1 Note.Clearance between the roof surface and ■ the modules is a function of the roof attachment method chosen. Fg. 21 Document 1508988 ReK SmPower Proprietary 8 4. Keeping the two end clamps in full engagement r- with the module frame, adjust the module so that the module edge is aligned with but covers up the ends of the rails(Fig. 22;the rails are. hidden just beneath the module edge). , J 5. Tighten each of the two end clamps to 85±5 in- Ibs (9.6 N-m). i Fig. 22 6. Fit a mid clamp down into the top channel of each of the rows rails, rotate it 900(Fig.23), and slide it toward the first module. Leave the two mid.clamps loose for now. Note. Strategically position the mid clamps along the rails according to your chosen build strategy. Fig. 23 7. Position the second module next to the first module. 8. For each of the two mid clamps:fit one side(two • teeth)of each clamp over the respective adjacent frame edge of each of the two modules (the first and second modules)(Fig. 24, second module not shown). Fig. 24 Document#508988 RevC SunPower Proprietary 9 9. Tighten each of the two mid clamps to 85 f 5 in- Ibs(9.6 N-m).(You tighten the mid clamps per module as you build the rows.) Important!Each mid clamp's four teeth must solidly engage the module frames to ensure continuity of the module-rail ground path(Fig. ; 25). 10.Adding a pair of mid clamps per module, repeat ¢- �►- Steps 6-9 until you have installed all except for . the last module in the row. Note. Pay close attention to the module-to- module alignment as you add modules. 11. Position the last module in the row at what will be its final installed location. 12. At the point where the outer(perimeter)edge Fig. 25 of the module contacts the rails,mark each of the rails,and then remove the module. Note.Alternatively,you can measure the distance(or use a Jig you may have fabricated) instead of placing and removing the actual last module. 13. At the marks you made, cut each of the rails. 14. Reposition the last module and then repeat Steps 3-5 to secure it with end clamps. 15. Fit an end cap into each end of each rail, tapping it in fully with a rubber mallet(Fig.26). End cap Fig. 26 Document 9508988 RevC SunPower Proprietary 10 CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E466981 Report Reference E466981-20140903 Issue Date 2015-FEBRUARY-23 Issued to: SUNPOWER CORP 77 RIO ROBLES SAN JOSE CA 95134-1859 This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES, CLAMPING representative samples of DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS USL - InvisiMount Mounting and Bonding Systems for use with Photovoltaic Modules, consisting of the following components: L- Foot, Rail, Rail Splice, Mid Clamp, Ground Lug Assembly. These system components have also been evaluated for a Class A System Fire Classification for a steep-sloped roof with Type 2 modules. (See addendum page for additional information.) Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s)for Safety: UL Subject 2703, The Outline of Investigation for Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for use with Flat-Plate Photovoltaic Modules and Panels Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow-Up Service. The UL Listing Mark generally includes the following elements: the symbol UL in a circle: &with the word "LISTED'; a control number(may be alphanumeric)assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. Mi.R.Cemey,Cirector,No/M Ann lan CarfifkaVan P". — UL MC — Any InfomMlbn and doormentatlon lernaM p M Lfark sond..an MMed an beW of M MC NLI or any autl,crlaed Ilonsee of lA.For Ruesdans,pla rse ..MW aIOW UL Cuet.r SeM Rep,esentetiyeMxvm.ul.cnnV<n,,,ar.,uz Page 1 of 2 CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E466981 Report Reference E466981-20140903 Issue Date 2015-FEBRUARY-23 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Additional Information: InvisiMount achieved a system fire classification 'A'for a steep-sloped roof when tested in combination with Sunpower Corp: Models SPR-XYY-###, where YY represents numbers 18, 19,20 or 21. and###represents any number from 365 to 310 and 274 to 233; SPR-EYY-###, where YY represents numbers 18, 19, 20 or 21, and### represents any number from 345 to 285 and 250 to 225. All models identified must have the Gen 5 frame and have a Type 2 module characterization. The system fire test method was in accordance to Standard for Safety for Flat-Plate Photovoltaic Modules and Panels, UL 1703, 3rd Edition, dated May 20, 2014. sF`st W11Wrn R C.Y.dracmA NorUr Aow l CarlMraUnn PzpFrwnz - -- UL LLC Anndalozllan and tlocumonlaUco ftp aL Iz Ltf,am PmlactumEeMUo111L LLC(UL)orarryrMortrM Ikenzw of UL For pwztlonFpMBb mnlzR s bd UL Cuzlomnr SeMm ReprezenM1Uw zt xww.urcamrmmanv Page 2 of 2 11 August 2014 M A F F E I SunPower Invisimount Design Tool Structural Calculations STRUCTURAL ENGINEERING Page ENGINEERING BASIS OF CALCULATIONS Building code structural loads The Invisimount Design Tool determines structural loads on solar arrays in accordance with the standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, which is referenced by U.S. building codes. Calculations are based on user input and the assumptions described below. The tool references the following sections of ASCE 7-10: • Wind loads are calculated per Section 30.4"Part 1:Low-Rise Buildings" (not the Part 2"Simplified" method). • Snow loads are calculated per Chapter 7. • Seismic loads are calculated per Chapter 13. The force Fp is applied horizontally in the down-slope direction,concurrently with the downward vertical force 0.2SosWp. • Combinations of loads are calculated using"Strength Design'(LRFD)per Section 2.3. Procedure for determining attachment spacing Per ASCE 7-10 Figure 30.4-2, the tool calculates the dimension, a, of roof wind zones near roof edges, ridges, and corners, where design wind pressure is greater than in the middle of the roof. For each roof wind zone, the tool determines the maximum allowable spacing of attachments to resist the design loads, and the maximum allowable cantilever of a rail and module beyond the last attachment in a row.Spacing is based on the strength of structural components of the Invisimount system and the specified attachment type. Table 1 shows an example of spacing requirements calculated by the tool. Figure I illustrates the definition of attachment spacing and cantilever distance on a portion of an example array. • Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2010 Section B.3.2.1 (LRFD). • The strength of attachments to the roof is from product information provided by the attachment manufacturer. Where capacities are given by the manufacturer in terms of Allowable Stress Design (ASD) loads, allowable loads are multiplied by 1.5 for use with strength design (LRFD) load combinations. • The tool determines attachment spacing and estimates quantities for the attachments listed in the "attachment type" field. If other attachment hardware is used instead, you as the Registered Design Professional are responsible for determining the amount and spacing of attachments and verifying that the attachment hardware complies with building code requirements and with the Invisimount system. • The maximum allowable attachment spacing is calculated by checking demand/capacity ratios for bending in the rail and tension, compression, and shear on attachments for all considered load combinations.The reported maximum allowable spacing is the greatest spacing, rounded down to the nearest 3-inch increment,for which all demand/capacity ratios are less than or equal to 1.0. • The maximum allowable cantilever of a rail beyond the last attachment in a row is taken as 1/3 the maximum allowable attachment spacing. • For attachment types that attach to rafters, the spacing selected for design is equal to the maximum allowable spacing, rounded down to a multiple of the rafter spacing. Spacing is limited to 6 ft. maximum. • The tool calculates loads on rails and attachments assuming that each module is installed centered over a pair of rails as in Figure 2(a).In cases where one rail is closer to the midpoint of the module as in Figure 2(b), for the final design of the array, you as the Registered Design Professional may need