The URL can be used to link to this page

B-2016-1351CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: B-2016-1351 10755 ALDERBROOK'LN CUPERTINO, CA 9501.4-4652 (369 21 041) (VIVINT SOLAR DEVELOPER LLC ) LEHI, UT 84043 OWNER'S NAME: HENNEMAN JEANINETRUSTEE DATE ISSUED: 0211112016 OWNER'S PHONE: 4085928484 PHONE NO: 4084519472 LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class C46 C10 Lic..#2Z3M Contractor (VIVINT SOLAR DEVELOPER LLC ) Date 02111/2016 X BLDG —ELECT _PLUMB I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing MECH X RESIDENTIAL _ COMMERCIAL with Section 7000) of Division 3 ofthe Business & Professions Code and that my license is In full force and effect. JOB DESCRIPTION: INSTALL (N) ROOFTOP MOUNTED SOLAR PV (4.94 KW) - 19 PANELS I hereby affirm ander penalty of perjury one of the following two declarations: 2. I have and will maintain a certificate of consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the perfornrancc of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $9614.00 APPLICANTCERTIFiCATK i) 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 APN Number: Occupancy Type: ordinances and state laws relating to building construction, and hereby 369 21 041 authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and PERMIT EXPIRES IF WORK IS NOT STARTED expenses which may a crus ag tnst said City in consequence of the granting of this perm) Additio Ily, the applicant understands and will WITHIN 180 DAYS OF PERMIT ISSUANCE OR comply with all non- int sour regulations per the Cupertino Municipal 180 DAYS FROM LAST CALLED INSPECTION, Code, Section 9;15 / L , t Issued by: PAUL O`SULLIVAN Signature Date 02111/2016 Date: 02111(2016`° RE,RE,-ROOFS OWNFR-RUMA2 DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the All roofs shall be inspected prior to any roofing material being installed, If a roof is following two reasons: installed without first obtaining an inspection, I agree to remove all new materials for 1. I, as owner of die property, or my employees with wages as their sole inspection. compensation, will.do the work, and the structure is not intended or offered for sale (Sec.7044,'Busine88 & Professions Code) Signature of Applicant: 2. I, as owner of the property, am exclusively contracting wi@r licensed Date: 2 1112016 contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 2. I have and will nusiatain a Certificate of Consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the HAZARDOUS MATERIALS DISGLOSURE performance of die work for which this permit is issued. I have read the hazardous materials requirements under Chapter 6.95 of the 2. I have and will maintain Worker's Compensation Insurance, as provided for California health & Safety Conic, Sections 25505, 25533, and 25534. I will by.SctiniA 3700 of the Labor Code, for the performance of the work for which maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the this permit is issued, Health & Safety Code, Section 25532(a) should I store or handle hazardous 3. 1 certify that in the performance of the work for which this penuit is. issued, I .material. Additionally, should I use equipment or d "Ices which emit hazardous shalt not employ any person in any manner so as to become subject to the air contaminants as defined by the Bay ea Air Q ality Management District 1 iv111 maintain compliance with the Cupe tine Minn' 'pal Code, Chapter 9.12 and Worker's Compensation laws of California. If, after making this certificate of the Health & Safety Code, Se tions 255 5 553 , and 25534° exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with-such provisions or this permit shall Owner or authorized agent: be deemed revolted. Date' 0211112016 APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is R G CY, I hereby affirm that there is a constr ction lending agency for the performance correct. I agree to comply with all city and county ordinances and state laws of work's for which this permit Is issued (Sec. 3097, Civ C.) relating to building construction, and hereby authorize representatives of this city Lender's Name to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, Lender's Address p judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant ARCHITECTS DECLARATION understands and will comply with all non-point source regulations per the I understand my plans shall be used as public records. Cupertino Municipal Code, Section 8.18, Licensed professional Signature Date Q211JI2016 ALTERNATIVE ENERGY PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 AE 91.1- 5 CUPERT,INO (408) 777-3228 • FAX.(408) 777-3333 - buildingC5cuoertlno.org do t V PROJECTADDRESS J02 t kt \C -eRPN # ' I _ 1 OWNERNAME "1 PHONE v i Y1 C ir't ZIE1 •59Z.- °� y E•MAI[ +n �C yt qtma. c [[[n STREET ADDRESS lCITY, STATE, - IP ^ �O t ( FAX u BEY � CONTACT NAM I ,p PHONE 408-451-9472 E-MAIL,sanjosesolar@vivintsolar.com STREETADDRESS 1939 Hartog Dr CITY, STATE, GIP San Jose, CA 95131 FAY 0 OWNER I1 OWNER -BUILDER OWNER AGENT CONTRACTOR ® CONTRACTOR AGENT 0 ARCHITECT ❑ ENGWE£R 0 DEVELOFBR 0 TENANT CONTRACTORNAhtE ViVlnt Solar Developer, LLC I LICENSENUMBER 973756 LtcrNseTrrrCg6, C1 C 34972 COMPANYNAMe Vivint Solar Developer, LLC F_MAIL sanjosesolar@vivintsolar.com FAX STRECTADDRESS 1939 hlartog DrcrTY,STATE-ZIP San Jose, CA 95131 PHONE 408-451-9472 ARCHrTF,CTIENGJNHBR NAME LICENSE NUMBER BUS. LiC # COMPANY NAME E-MAIL .. FAX STREETADDRESS CITY, STATE, ZIP ' PHONE _ USE OF Il SFD or Dupiex 0 Mulfi-Family PROJECT IN WILDLAMO STRLICPURC ❑ COMITIerciai I URBANINTEPrACEARBA 0 Yes 0 IVO emticr Ili rL,anzrzaNE Il Yes 0 NO 50 SOLARPANELS j .0 ELBCTRICVEHICLECHARGING5TATION I 113 SOLAR WATERUCATING Il ori-tER: f'nR SOIAI? PANPI S` m, "� INUMBER OF PA�INCLSfiINITS: in 8 KILOWATTS. r (� � TOTAL, VALUATION {il /'_ 1(, j lv DESCRIPTION Or WORK Residential Solar Photovoltaic Rooftop Installation,t(,q'4-j kW (� � panels) I� By my signature below, I certify to each of file Fol ing: far. he properly owner or authorized agent to ace on Tile property owner's be•.half. I have read this application and the information I -have provided i nrreet. I h v, read the Description of Work and verify it is accurate, I agree toaornpiy with al# applicable local ordinances and state laws re-leting to building co ! y ction, ai Drize representatives of Cupertino to enter the abavc-identified property for im9pection ISUIIlOSeS, Signature oFAppticanttAgent _ .. _......... Date: SUPPLE YTATAL ItPOlt TORI REQUIRED 0171CBUSE ONLY oV1;R-111E-COUPITER W13 STANDARD . 1:7 LAAGII, El mmm PYApp_M12.doo revised 06/20112 eb m N PV SYSTEM SIZE: 4.940 kW DC PV SYSTEM SIZE: 6.000 kW AC SA• 45' OF E FROM JUNCTION BOX TO PV INTERCONNECTION POIN' DISCONNECT SWITCH, UTILITY METE TIE INT( 1 - T OFFSET FOR ROOF ACCESS C.UFIFERTINO Ouildin@ Department FEB i 1 20 REVIEWED FOR COPE COMPLIANCE Reviewed By: Tmi+.D'vumj Azimuth: 182 13 MODULES Tin: 21 Comp Shingle PLOT PLAN D 13Y PANNING DE T CUPERTINO FFICE CPY Q v CC(.ANq!jV;TY['!v» CP7('y70..,'.�.RTMENT BUr,DIAtC� U"';:.d:if � - C'rCcti'fIiJO Tr ,•.t `^I :.. .n +' , fir..; r n e yr ho TI, ... . i-, �;a t%, � r¢ k.�LY•7 n^ ". � `;1 I ,iriT AL^S+ W Q 3b MODULES o .. -_.. _...... (AY: 332.09fl' r BY PV SYSTEM SITE PLAN SCALE: 3/32" = V-0" o� Q R SHEET NAME: 0 r S' MIN AND Y MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE C r PVMODULE•TYP.MOUNT TO RAFTERS OF COMP. I u rK SHINGLE ROOF. PARALLEL WITH'UNE 0FROOF ACCEPT ABLE TO INSTAL! SOLAR PANELS TOAMINIMUM DISTANCE S' MIN GAP FROM EDGE OF 3W FROM EDGE OF ROOF TO EDGE OF a umrni��owreanw wnrwnaarrew�r 'O �rn Fn J G LL nUm v 'j C OZ Q F OF ROOF TO EDGE PANEUCONNECTOR OF PANEVCONNECTOR ❑ _— — ronoe�. �u:nr. e° r o'= j � eUU C U �PV ARRAY TYP. ELEVATION emnmin be meN NDTTOSCALE MID CLAMP DETAIL S NOTTO SCALE 1 LEVELING FOOT ON COMP MOUNT NOTTOSCALE T' (OR 314') EMT CONDUITrM' o0 ori;wvxunw CONDUIT ELEVATED A MIN V ABOVE THE ROOF SII emoww � awvnKxa�� \ I I 1 I I I I I I f I I I ❑ILI + 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 (CONDUIT MOUNTING DETAILeel END CLAMP DETAIL�o,ar wo 0 Ism �� NOT TO SCALE NOTTO SCALE Z MODULES IN PORTRAIT/LANDSCAPE a NOT TO SCALE p^ V N U N Q INSTALLER TO STAGGER CONNECTION POINTS TO DISTRIBUTE LOADS TO IJlkl R R 1 I N O r 11 4 ulltling Department Lu zg > z W RAFTER SIZE: 2" x 4" AT 24" O.C. e FE.@ 1 1 2016 _ w � REVIE KOR m W w U z I.Q.. I.Q. J 'S z o 4'9 .D CODE COMPLIANCI SHEET NAME: Z J 2 0 o SHEET NUMBER( 2' EAVE- —11.77' I INTERIOR HORIZONTAL DISTANCE SYSTEM MOUNT DETAIL MOUNT DETAIL q lPV 'I SCALE: 3/4 -l -T `M I..L s mF a 9 g v, 4} a MPPT INPUT 2 STRING 2A 6 MODULES WIRED IN SERIES ^ TEMPERATURE ADJUSTED Voc: 247.9B7584V �`f'n'� o 5 0 r_©I 1 2 6 , ,:,;�a , I l N �� +�F � Building Department > � P � 2 '\� J M r 1 2016 _6 REVIEWED FOR CODE COMPLIANCE z G a MPPT INPUT 1 STRING 1A 13 MODULES WIRED IN SERIES I•� `,� TEMPERATURE ADJUSTED V -537.306432V JB 1 2 13 Ravi �!(U /dd SHEET' S1 NAME: JB _ ,• 2 zooA V) ............._.._._—._......_.._..__......_.___..._._. Z Z (� W • 3 �.I Q 3 MA LL T ❑ SHEET Conforms to NEC 2014 NUMBER: O Created with Electrical Template Revision 10/26/15 ------------_...._—__._-_____-.___. r__—____ _..__-._--_._..,._._._.----_..___...__,._. W Conduit Conductor Schedule (ALL CONDUCTORS MUST BE COPPER) Tag# Wire Conduit Conduit Description Gauge # of Conductors/Color Type Size N/A -Free N/A -Free 1 PV Wire 12 AWG 2 (V+, V_) Air Air 1 Bare Copper Ground (EGC/GEC) 6 AWG N/A -Free N/A -Free 1 BARE Air Air 2 THWN-2 12 AWG 4 (2V+, 2V-) R/B EMT 3/4" 2 THWN-2 -Ground 8 AWG 1 GRN EMT 3/4" 3 THWN-2 8 AWG 3 (1L1, 11.2 1N) B/R/W EMT 3/4" 3 THWN-2-Ground SAWG 1GRN EMT 3/4" EquipmentTable Tag Item Description JB !unction Box Contex CTX 5133710 NEMA12 11 Inver -91 ter 1 Fronius 6.0-1240 S1 Switch 1 Square D Disconnect or Equivalent D222UR6 60A/240V NEMA 3R Unfused MP Main Service Panel 240V\200A Existing Panel w/ 200A Disc. -Design Conditions: ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE WITH NEC 690.8, TABLES 310.15(B)(2)(a), 310.1 5(13)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), CHAPTER 9 TABLE 4, 5, & 9. LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA TABLES. ASH RAE 2013 Highest Monthly 2% DB Design Temp 37.9°C. Lowest Min. Mean Extreme DB -5.1°C 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" and 310.15(B)(3)(a) Adjustment factor for current -carrying cunductors in a raceway. Fronius 6-1 240 Max Output = 25,OOA x 1.25 (NEC code 210.19(A)(1)(a))=31.3A. (off roof): 8 gauge wire rated for 50A > 31.3A (max of solar panel production). (on roof): 12 gauge wire rated for 30A x 0.71 (ambient+*22°C) x 0.8 (fill derate of 4 current -carrying conductors) _ 17.04 > 11.25A (Max circuit output per circuit 9A x continuous duty uprating 125%). DC Safety Switch: Rated for max operating condition of inverter NEC 690.35 compliant *opens all ungrounded conductors Other Notes Solar PV System AC Paint Of Connection PV Module Rating @ STC 31.3 Model Make/Model YL260P-29b Nominal AC Voltage 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) Voc Temperature Coefficient -0.32 Other Notes Solar PV System AC Paint Of Connection AC Output Current Accoding to Nec 690.8(6)(1) 31.3 Amps Nominal AC Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Inverter Make/Model Fronius 6.0-1240 CEC Efficiency 96.5 % AC Operating Voltage 240 Volts Continuous Max Output Current 25 Amps DC Maximum Input Current 9.4 Amps Max Output Fault Current 584 A/154ms t? � CLIPERTNO Buil "a ding Department FEB 11 2016 REVIEWED FOR CODE COMP Reviewed By: Twa".'4 LU Z J NUMBER: r r W ROOFTOP ARRAY N d U C N G 5G.. rn a) g° w a � eon adz fu E opo N '"Uu C a WARNING a _ P TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL PHOTOVOLTAIC CAUTION: SOLAR PV WIRING CEC 690.35(F) CAUTION: SOLAR ELECTRIC MAY REMAIN ENERGIZED AC DISCONNECT SYSTEM CONNECTED AFTER DISCONNECTION DURING DAYLIGHT HOURS CAUTION WARNING DUAL POWER SOURCE sq SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC AC DISCONNECT SECOND SOURCE IS PV SYSTEM a -P MAX AC OPERATING CURRENT 17.1000 MAX AC OPERATING VOLTAGE 240 a ,AOG�`�� ENVOY BOX OOX VISIBLE/LOCKABLE DISTRIBUTION PANEL OUTSIDE 'KNIFE' AIC DISCONNECT \O , IJPERTINO a / o ilding Department v U N Y 11 2016 m off_. \.\ REVI EVVED (OR CODE COMPLIA 2eviewe BY: Dk1lUi 1 g ° ° � -------------------------------- '----------- ------- ------------------------------------ ---------------------------- J u z \ `\ ] _ J Q COMBINER PANEL 0 z z z j o (IF APPLICABLE) DISTRIBUTION SHEET JUNCTION WARNING PANEL INSI E ' NAME: BOX TURN OFF PHOTOVOLTAIC SOLAR BREAKER z� AC DISCONNECT PRIOR TO DO NOT RELOCATECEC z u Qm WORKING INSIDE PANEL 705.12(D)(7) �g CEC 690.35 (F) SHEET NUMBER: O 04 LIJ ,` Perfect Wedcdiag/ Solar Energy/ Perfect Charging SHIFTING THE LIMITS F R O N I U S PRIMO ,..y:.+*}>.'hlsrl•-"tom^.n: / The future of residential solar is here - introducing the new frorilus, Prialo. o, Pt: bn,ltd : SnaplNverier ; wi-NO, 1$UptTplex : imart Grid : Art Fault Circuit replacement prmcos mauntEng srvrgm interface. !)align 1{eady ltttetttrpt u« tl� if With power categories rangUig from :3.8 kiJ'4' to 8.2 'kVV, the transforimeriess Froz)ius Priam+, is the ideal compact single-phase -in-verter for residential applications. The stt...k Cleslgn is equipped with the S"aapINvert€_r hinge tnouraing s'ys•t(-'M which allows for Iightweight, secure and convenient installation and sel-vice. / The Fronius Prima has sevevd integrated features that set it apart from competitors including dual powerpoint trackers, high "syrsten., voltage, a wine input voltage range and. €trlrestricted use indoors and outdoors- Other standard features include a WjV Fil and SunSper,. Nlodbus irttcxface for scan less monitoring and tdatalogmag, .Arc Fault Circuit interruption (AFC Q' and Frorlius`s stip"erb, online and m ibile platform Fronius Solar -web. The Fronius i' ino is designed to adjust to fut1,€rc! standards, offering a complete solution to code restric:tioris and technical innovations of to -morrow. It also works seamlessly with the Fronius Rapid Shutdown Bo:x for a reliable NEC _2014 solution. TECHNICAL DATA FRt3N1US PfUMti GENERAL ARTA t)irtwilio«a {width x height xdepth€ WIt.i& Ikgrer. of prutoction llight iitne cnnSnnlptiGn €nverv.l tri€:nlof;;- couling- IlWallation A mbiant operating tamparawre.stage Ft'Troitted hunlidlly Dc v-vWIL`CliQn w-catifials AC connectirin terinitials rerlificateti and EUrripliitnae' x idi-5ttuldailix PROYOCTIVE DEVICES AFC'1 k 2014 -N R; &adv Crolind Taw€t 11EErler_lia« with lNulairno At"tltlitor_ tatcernplat . . .DC disconnect UC; el vi -inti polarity prat mmit .. INTERFACCS Vt•i-Fi"ll lherrcwijsudal. h «Eputs or -1 digital inpulr-h�u3ptEty USE (A 3naR:a) Zwl(S41rt'{Ii:i'4Saoeket} _ rNIM10j,".'r alit we`Server STANDARD WITH ALL PRIMO MOVELS 16.c3x'J.7 x & I €n. 7 211 Ill_ .4 `EA 4X rransinr«,1,rles vaciablrspaedtan -- Indoor and oarroor installation 31'r r-40- 55'cj 0 I Ci0 `$, 4x 1)'(;+.ind �C AG. aCniY teFnlllst€/? FE1r [,'upper teV11i1 : +tr:lnfll'd / hf#� niranderl{.aralllli}IJlar}) SsE71id •`,ttanlleEll screw rni'mindis 11 ri AWG WL I'r•6l-ao'Ia; JL096 (tur tkuw0teua: ,Apel And ienlatwn intmitueing), €i RE 154Y-7001. Mei F: 1547.1=2003. 11YS111rBE Cn7.J1, FCC parr 15 it ✓k 0, NIEC lrrit:ll• d9o, C22. a No. 1o71-Ctt Iseprernhcr all , U1 Imur 1, -2013, t.SA Tt1. Md77 issue 1 -'{tl ; `Thc IcrU t Wi-I§Tq is a revis4ered trademark of the Widi A!Iimice:. STANDARD k411.1111 ALL iriltt>f O MODELS t'r;s kv5 Yc•s Yi?v $15 ANDARL1 WITH ALL PRIMO MODELS SMeeteva mandud 802.1€ 1y4,irt! rinrtitts Sour x•eh. SaaSlh c:,4 adbkts'RAI, ISQ 1 J sunspec A-11adbm RTIJ I;cuenral xclay ' cXmrrola Dataloggtny and& -r a}'•datlog via USE FraniE}k 3alarNot, t«rvrlara"promeal" Ind'Id"d tYL260P-29b YC' "' YL25SP-29b ` � � -�* Z� RIES YL250P-29b 0 CELL YL245i'-29b YL240P-29'b Ideal for residential and commercial applications where ,cost savings, installation .dime, and aesthetics ratter most. > Lower balance -of -system costs with Zep Compatible" frame. Reduce on -roof labor costs by more than 25%. Leverage the built-in grounding system — if it's mounted, it's grounded. Decrease your parts count — eliminate screws, rails, mounting clips, and grounding hardware. t Minimize roof penetrations while maintaining the system's structural integrity, r Invest in an attractive solar array that includes a black frame, low mounting profile, and aesthetic array skirt. D Increase energy output with flexible module layouts (portrait or landscape). Trust in the reliability and theft -resistance of the Zep Compatible" system. AC SOLUTION OPTION The YGE-Z Series is now available as FUs an Enphase Energized'" AC Solution. This solution delivers optimum performance and integrated intelligence. The Enphase M215 -Z Zep Compatible ° Microinverter is designed to connect directly into the Z Series module groove, eliminating the need for tools or fasteners — all with one easy step. Intelligent real-time monitoring at the system and module level with Enlighten. I ' 1 &OLAR m U.S. Soccer Powered by Yingli Solar Leading limited power warranty* ensures 91.21% of rated power for 10 years, and 80.7% of rated power for 25 years, 10 -year limited product warranty. * In compliance with our warranty terms and conditions. UL 1703 and ULC 1703, CEG, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 LISTED 1 rQvxn,w,;:a W=v=Alu PoIaDUMP 44119 If you buy from Yingli Amerias, Yingii Americas acts as tha importer and complies with di applicable tariffs. Customers can buy tram Yingli Amens 4th no worry -1 .r,e.. ,.^°' tie I"' r - any impart tariffs. y a J 3 G -T ''11113 111IF :11 1 Our most popular product line, the YGE 60 Cell Series, is ideal for abroad range of applications. It is proven to perform in tens of thousands of projects across the Americas, from residential and commercial rooftops to ground- Yingli is one of the world's largest solar module manufacturers with over 10 GW deployed worldwide, and Yingli modules are trusted by leading energy providers and financial institutions in more than 55,000 projects in the Americas. 16.0% i Syatcni I tso+aoopou> Y, C-3 ('� LILTAIC � � �>� ;a ! oxsns lMV:' ux ' FL dr......and 1 � : y3 V i.. `�... ."✓� i?rIU rUVO1LrAiL' h5UU41LL1 More Energy per Watt MAXIMUM EFFICIENCY Yingli modules deliver superior power output in a variety of temperature and irradiance conditions, and self-cleaning anti -reflective coated glass reduces soiling to help 25 YEAR ' maximize power output. Performance is backed by our 25 -year linear warranty. LINEAR POWER WARRANTY Designed to Outlast Tested to the industry's most rigorous durability standards, Yingli modules are PID - s resistant in conformance with IEC 62804 (draft). To ensure reliable performance, Yingli 0-3% uses quality components such as DuPontT0.4 Tedlar ra PVF film -based backsheets. POWER TOLERANCE 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. industry leading 25 -year performance warranty adds 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 Yingli at simulation9yingliamericas.com. Qualifications & Certificates UL 1703 and UL 1703. CEC, FSEC, ISO 90Ot2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 f F C us i Syatcni I tso+aoopou> Y, C-3 ('� LILTAIC � � �>� ;a ! oxsns lMV:' ux ' FL dr......and 1 � : y3 V i.. `�... ."✓� i?rIU rUVO1LrAiL' h5UU41LL1 (L((( ,uw,nvvrnin Mounting system s Dun Massa Product Manager Mounting Systems, Inc. 011514 mounting systems Alpha* System Bonding Background Mounting Systems, Inc. manufactures the Alpha" ("Alpha plus") Py mounting system. In recent years the issue of PV system bonding and grounding has received increased attention in North America from standards issuing bodies such as Underwriters Laboratories (UL), the National Fire protection Association (NFPA) through the National Electrical Code (NEC) and various Authorities Having Jurisdiction (AHJ). After issuing Standard 1703 which, among other things, requires and tests for suitable connection of PV module frames to ground, UL has focused on the electrical bonding of the framework which supports the PV modules. This bonding includes electrically bonding the module frames to the support structure and the bonding of the various components of the racking structure to each other to form a single, continuously electrically bonded structuxe which can then be connected to the system giogaclLng electrode. Module bonding !ay-iri Pugs Because most PV mounting systems are constructed of mill -finish aluminum while most PV module Ram's are anodized, the task of connecting the aluminum frame of the module to the mounting system has traditionally been cumbersome and expensive. The anodized layer on the' module frame is essentially non-conductive and forms an insulating barrier between the fsarri, and other elements of the mounting"system.'•' 'e i3' vexs'aHN,ca;cpted: m.e#fi(nd;°d#' w:Gpti,rictiYg?'',ot�Jia.@.;'4heriizadmir+ne° _�' aa" ealay i:7u8:s":; 'T(Eipii�R''.:)�reitifie'd,tirUl,Sta'iad:aYd�'�67::asirei•0�{s.ui .,ffJe�'fa`iti-.,., ;:boii8�`rr'`•a d:`�qudtlirig�as: aeifi�iiti tike N fli'ese'`I:lies:afea%e.adilt� tilai�a64 °�romv "xidtfs'ien oYs :._P Figure 1a. Typical lay in lug L J uu (.+ - � Serrated uash� • `�,�`�•— L1oaNaframe \_ LaY-m lug Initis rlaewasnor Machina suave Figure lb. Lay in lug Installation Figure 1. Typical lay -in grounding lug ntertek REPORT NUMBER: 1411280215HJ-HP-2 ORIGINAL ISSUE DATE: February 11, 2015 EVALUATION CENTER Intedek Testing Services Ltd., Shanghai Plant 7, No. 5958 Daye Road, Fengxian District, Shanghai RENDERED TO Yingli Energy (China) Company Limited Chaoyang North Road No 3999, Saoding, Hebei PRODUCT EVALUATED PV panel, Model: YL255P 29b1 YL250P-29b (141100701) EVALUATION PROPERTY Spraad-of-flame and Burning -brand Report of Testing PV panel for compliance with the applicable requirements of the following criteria: UL 1703 lssue:20021D3115 Rev:2014111118, Spread -of- flame and Burning -brand tests. °This report is Far the extlasive use oFtntert k's Client and Is provided pursuant to the agreement between Intertek and its Client. litterrek's responsibility and liability are limited to the terms and wndibons oFthe agreement. Intertak assumes no babllfty, m any party, other than to the Client in acrordance with the agmamen4 for any loss, expense or damage norasloead by the use of this raporc. Only the Client is sutl prz-d to permit capyrng or distribution of mks report and then only In Its entrery. Any use of the Incertek name or one arils marks for the sale or advertisement of the tested marenai, prodatt or servlce must first be approved in writmg by Intertek. The observatierrs and cast results in this rcportara relevant only to the sample tested. This report by itself does not fmply that the material, product; or service is or has ever been voueran Intartek certification pmgrdm." This mpon may only be mvised within the retention period unless the standard or appfluahle mqulremahls have Changed. 1 Repot Template Revldon Date: 22 Jan 2011 Yingli Energy (China) Company Limited Report No. 141128021SHJ-5P-2 1 Table of Contents February 11, 2015 Page 2 of24 1 Table ofContents....................................................................................,...........,..............,.,.-2 2 Introduction............................................................................................................................ 3 3 Test Samples.......................................................................................................................... 3 3.1. SAMPLE SELECTION..................................................................................................3 3.2. SAMPLE AND ASSEMBLY DESCRIPTION................................................................4 4 Testing and Evaluation Methods..........................................................................................4 4.1. CONDITIONIN....................................................................................................._........4 4.2. SPECIMEN PREPARATION.........................................................................................4 4.3. TESTPROCEDURE.....................................................................................................4 5 Testing and Evaluation Results.............................................................................................. 5 5.1. RESULTS AND OBSERVATIONS...............................................................................5 6 Conclusion-_ .......................................................................................................................... 7 7 Appendix A Components List............................................................................................... B a Appendix B: Schematics of Cross section...........................................................................9 9 Appendix C: Test Data.........................................................................................................12 10 Appendix D: Photographs__ ............... ..... ............................ I-- ............ .......... I I .. '18 11 Revision Page......................................................................................................................24 Yingli Energy (China) Company Limited February 11, 2015 Yingll Energy (China) Company Limited February 11, 2015 Report No. 1411280215HJ-BP-2 Page 5 of 24 Report No. 1411280215HJ-BP-2 page 6 of 24 a Testing and Evaluation Results 5,1. RESULTS AND OBSERVATIONS 5. 1.1 Spread -of -flame Test Spread -of -Flame Test Results Test Result Requirement of UL 1703, Section 31.1.2 passlFail Test Result At no time during the tests shall: Pass/fail I ) Any portion of the module or panel be blown off or fall off the test deck in the form of flaming or glowing brands; No fell off the test deck } The flame spread on the module or panel in the form of flaming or surfaces beyond 6 ft (1.82 m) in 10 minutes, glowing particles, and 8 It (2A m) in 10 minutes, or 13 ft (3.9 m) in 4 Pass no significant flame minutes depending upon the de0nition of the spread module or panel "Type" the test Is being performed to verify in accordance with 16.4.1. The flame spread is to be measured from the leading edge of the test deck. Spread -of -flame includes flaming on bath the top and bottom surface of the module or No fall off the test deck In Panel; er the form of flaming or ) There is significant lateral spread-ef-flame on Pass glowtng particles, and no the module or panel. Significant lateral significant flame spread spread shall be considered to have occurred when surface flaming beyond 1 fast (0.3 m) tram the lead edge extends laterally on the module or panel to the full 40 -Inch (1015 mm) width of the lest deck assembly. Lateral flame spread includes Items spread under of along the equipment under test. With respect to (a), any piece of PV module or panel, that continues to glow or flame for 6 seconds or more upon landing on the test room floor is a glowing or flaming brand, respectively, A module or panel is not reoulred to be usable after any of the tests of this Section. l Note: Type 2: The electrical box was away from the leading edge ofthe deck. Type 1: The electrical box was dose to the leading edge of the desk. 8.1.2 Burning -brand Test i Burning -brand Test Results Test Result Requirement of UL 1763, Section 31.1.3 Pass/fail a) Any portion of the module or panel or be blown offor fall offthe test deck In the form of flaming or glowing brands; No fell off the test deck b) Ths brand bum a hole through any part of the module or panel; in the form of flaming or glowing particles, and c) There be sustained flaming of the module or Pass no significant flame panel. Sustained Naming is considered any spread flaming which continues uninterrupted for 5 ' seconds or more. ith respect to (a), any piece of PV module or anal, that continues to glow or flame for 5 econds or more upon landing on the test room near is a glowing or flaming brand, mspeclively. EVALUATION REPOR)X T Report Number 0216 Originally Issued: 0412011 Revised: 0412112014 Valid Through: 0412015 3.0 DESCRIPTION DIVISION: r16 -WOOD AND PLASTICS Saction: 06060 -Connections and Fasteners REPORT HOLDER: Ecol'asten Solar® 289 Harrel Street Morrisville, Vermont 05661 Phone: 888-766.4273 Brian ibalolnesnowouards-cam ADDITIONAL COMPANY NAMES: IronR[dge Inc. 1495 Zephyr Avenue Hayward, CA 94544 (800)227-9523 www.ironridoe.com EVALUATION SUBJECT! GreenFasten-1-812 and FlashFoot Roof Mount Assemblies 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes • 2009 International Building Code (IBC) • 2009 International Residential Code (IRC) n 2005 International building Code (IBC) 2006 International Residential Code (IRC) 1.2 Evaluated in accordance with 3.1 Product Information 3.1.1 GreenFasten-1.812: The GreenFasten-1-812 Roof Mount has four basic components: a flat 8" by 12" aluminum flashing with pre-installed EPDM grommet (GF -1), one -hale bracket (L-101.3), slotted bracket (SCL-1013) or two -hole bracket (L-102-3), 5116" Lag screw, and EPDM bonded 18.8 washers. See published installation instructions for more detailed dimensional Information. 3.1.2 Flashfoot Roof Mount: The FlashFeot Roof Mount has five basic components: a formed 12" by 12" aluminum flashing with a raised circular center with a pre-installed EPDM grommet (GF -1), a 2-1/2" diameter J63,5 ri The support disk is s1Ts inch thick (7.9 mm), 11s in diameter Lag screw, and EPDM bonded 18.8 washer. See published installation instructions for more detailed dimensional information, 3.2 Materials The GreenFasten-1.812 end FlashFoot Roof Mount component material standards are specified in Table 2. Fasteners used to secure the flashing to the roof rafter must be 5116 -inch -diameter (7.9 mm} lag screws complying With ANSUASME B18.2.1-61.1he lag screw must be long enough to penetrate the rafter a minimum of 2.5 inches (64 mm)- The lag screws must be corrosion -resistant, see table 12 OSM for pull out capacities for typical roof lumber (ADS). a IAPMO ES Evaluation Criteria for the Telling 4.0 DESIGN AND INSTALLATION and Analysis of Joist Hangers and Miscellaneous Connectors, (ECo02-2011). 4.1 Design: 1.3 Proberly Evaluated m Structural • Water Penetration 2.0 USES EccFasten Solar's and IronRidge's GreenFasten-1-812 and FlashFoot Roof Mounts are mounting assemblies used to attach solar panels and other types of equipment to the rafters of roofs with asphalt shingle roof coverings. Compliance to the following will be provided by the Designer/Engineer it requested by the jurisdiction having authority: The tabulated 'allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, Co, corresponding with the applicable loads in accordance with NDS. Where the roof mounts are exposed to temperatures exceeding 100"F (37.8'C), uplift allowable loads must be adjusted by the temperature factor, C,, in accordance with Section 10.3.4 of the NDS temperature factor, Ci, which applies to the roof mount connected to supporting wood members where sustained temperatures are greater than 100'F (37.8'C)- When products are attached to wood framing having a moisture content EVALUATION REPORT Report Number. 0216 Originally issued! 04120111 , Revised! 04/2112014 Valid Through: 04!2015 greater than 19 percent (16 percent for engineered wood report, products), or where wet service is expected, the allowable loads must be adjusted by the wet service 5.6 When required by the jurisdiction having authority a factor, Cn, specified in Section 10.3.3 of the ND& licensed design professional shall provide calculations Connected woad members must be analyzed for load- for the assembly support framing. carrying capacity at the connection in accordance with the NDS. 6,0 EVIDENCE SUBMITTED 4.2 Installation The GreenFasten-1-812 and FlashFoot Roof Mounts must be Installed to the rafter using one lag screw at each bracket location as described in the published installation instructions. The minimum specific gravity of the wood member shall be 0.42. The flashing must be placed underneath the shingle far enough up slope to prevent water infiltration. Installation of Eco Fasten Sows, GreenFasten-1.812 and FlashFoot Roof Mounts are limited to roofs having minimum and maximum slopes of 3:12 (14 percent) and 12:12 (45 percent), respectively. 6.0 CONDITIONS OF USE The GreenFasten-1-612 and FlashFoot Roof Mounts described in this report comply with the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The GreenFasten-1-812 and FlashFoat Roof Mounts must be Installed in accordance with this report the manufacturer's published installation instructions, codes listed in Section 1.1 and the supplement. 5.2 Calculations (If requested) showing compliance with this report must be submitted to the code officiat. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed, 6,3 Fasteners used in contact with fire -retardant -treated or preservative -treated lumber must comply with IBC Section 2304.9.5 or the 2009 IRC Section R317.3 (2006 IRC Section R319,S), as applicable. The report holder or lumber treater should be contacted for recommendations on minimum corrosion resistance and connection capacities of fasteners used with the specific proprietary preservative -treated cr fire -retardant treated [umber. 5.4 When required by the jurisdiction having authority a licensed design professional shall prnvlde calculations to verify that imposed loads on the assembly do not exceed the allowable loads contained in Table 1 of this Testing and analysis data submitted is in conformance with IAPMO ES Evaluation Criteria for the Testing and Analysis of Joist Hangers and Miscellaneous Connectors, (EC002-2011). Rain test data is in conformance with the Underwriters Laboratory Standard for Gas Vents, (UL 441-96 Section 25). Test results are from laboratories in compliance with ISO/16C 17026, 7.0 IDENTIFICATION EcoFasten sotarrs and 1ronRidge's. GreenFasten-1-812 and FlashFoot Roof Mounts are identified with a label bearing the Manufacturers name and address, product designation, IAPMO Uniform ES Mark of Conformity, this evaluation report number (Evaluation Report Number 0216), compliance code, and inspection agency. yo �NT. or, IAPMO UER#0216 I /ria-- / n � • Brian Gerber Technical Director of Uniform Evaluation Service 111,i�4�- Richard Beck, PE, CBO, MCP Director of Uniform Evaluation Service 7 GP Russ Chaney CEO, The IAPMO Group Page 1 of 7 Page 2 of 7 Capyn �a lniuh�inm"w,ora,q¢Lpuoli¢r,mpmpe„ga,xr ae¢cnpn�cal o¢Koa qlr ryh¢rrLSerrehP,uuedin me Ln„eh Static Nppend,nlf pual,epY¢n may heRprotlurvl5l¢,W u, d�eq ,n unY lopn, a, q PnY n,aoiw. rAccvprm, n,vdw"[a, p0elceppyn6, raamm,. a opwwiaL'. wiumm ,Ire Prk, mi6M P„alletlpn W pH \\ pvaPNer PA r:dP<IE9&T •Far 969 aY14aT1 • WUE rw•w mun.aeL x,.6Wf Easl PM1,IaddiplrW Slrr<I.Onth,m. Cullfa,ea yri61•?R'16 --USfi � A14" EVALUATION REPORT(,,OMiW- -6 Report Number. 0215 Originally Issued; 0412011 Revisexh. 0412112014 Valid Through. 0412915 UoFasten Solar Components 1U Firuru 1: Figure 2: L-102-3 La., Screw EPDM Metal roof bushing Figure 5; L-101-3 Figuru 4: GmeliFastea -1-612 Ftasbmp with EPDM Grommet Figure 6: KL -101-3 Page 6 617 OF EVALUATION REPORT� Report Number., 0216 ,originally Issued; 0412011 Revised, 0412112014 Valid Through; 0420115 Z -- Figure 7: Flashrons Flashing Figure H,. Aluminum Support Plate ,-r'UcoFasten Solaror.com :4 www.ecafastensela Page 6 of 7 STRU(TU tAL CH61HEERS February 6, 2015 Mounting Systems, Inc. 820 Riverside Pkwy Sacramento, California 95606 TEL: (855) 731-9996 FAX: (916) 287-2269 Attn.: Mounting Systems, Inc. - Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+ System PZSE, Inc. -Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts, rail allowable uplift wind force and performed rail component capacity check including L foot bracket, end clamp and mid - clamp. All information, data and analysis contained within the Mounting Systems, Inc. rail span charts are based on, and comply with Mounting Systems, Inc.'s alpha Engineering and Technical Data and the following codes: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2010 Aluminum Design Manual, by The Aluminum Association 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC -ES Following are typical specifications for the connections to meet the above code requirements: Attachment Spacing: Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the charts. Cantilever: Maximum cantilever length is L/3, where `°L" is the span noted in the Span Chart Tables Clearance: 2" to 10" clear from top of roof to bottom of PV panel Roof Connection: Standing Seam Roof- 1. oof1. ASGU2AL clamp of Alpine SnowGuard with 3/8" stainless steel socket set screws. 2. Corrugated Bracket of EcoFasten Solar with 912 x 1 t/2" roofing screws. 8150 Sierra College Boulevard, 5ui#e 150 & Roseville, CA 95661 * 916.961.3960 P • 916.961.3965 * www_pzso.com I of 6 a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft, e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc. strongly recommends a maximum -span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M Maximum cantilever is L/3 3 of 6 13/52 Rail Zone 1 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 105 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 10.0 8.5 7.0 6.0 5.5 5.0 4,5 4.0 4.0 3.5 Category 130 9.5 8:5 1 7.0 610 5.5 5.0 1 4.5 4.0 4.0 3.5 B 140 9.0 8.5 7.0 6.0 5.5 5.0. 4.5 4.0 4.0 3.5 150 8.0 8.0 7.0 6.0 5.5 5.0 4,5 4.0 4.0 3.5 160 7.5 7.5 6.5 6.0 5.5 SA 4,5 4,0 4.0 3.5 170 _ 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 180 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf __ 2�-x%;'t' -,� _. t,� _ '•suR'- a` a r a^^'�- - ,'n�-r ;. rs:- �'r:{- -� ,9� -.a _ - i � s L' _ S ! - t�'. i � en`%bglY."T.�:s"�i3t `�--� _ _ .,Y a) ��' •,�� '�" �� '��' � :°tet -',�� • 1 •`� � .}-.i �`� :� •�7.iry •"`I'U' .:'JY s�' i_ y.. : •U ' �([ s CA..Fi S �ai�+- ^'C�fi ":"`e,' i �' i' - 'Sr7,� ! 4 " .f+. - v' :i{� }}. .:a,• .•rYr .:u. `,A ..tr . N. y?Ground SSnow Exposure Wind load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf . '. - .0 NL }; �`r, q f. STC... t..:. •.. ....: i f'isi� _. L-5�..:: �J`_ _.. - �i� - ': r��C,.. . $ �'�:��'.i^_ ..'•%.. �[y♦yy t'1 . �,.'.: � i. �� "�`^-^�' _ �:.r•�'{ `V:�r'<.. �:�.r�: - t-+ .syn.., �1 }� F'. "kis {��j{: .t - .df_.. _� 1 a:S .�.. 9b -u _ _ ,.5.. _. fL _�� - •'•�: -:i :=r tlrl .�.•i ': `'' 'cat ryry.' "- - i �f _ jL rk ''ss ,µ�� : • y�t:. <�'® ..:.�V:��' itis :tJ'�®'�.Ci.�i� ::�4:i• z>'di�f s�:4. ..'Q: �5,, :b� � - � '4��=�-:' `��. 4� :EIt:�;' • -:35, :5:5:x' - •. _ .y� , .,3'05. 1 .5.- 5'_�.,�' .� 5 �b.©•_'., -. ,,� _-. . a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft, e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc. strongly recommends a maximum -span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M Maximum cantilever is L/3 3 of 6 a. The table above ONLY includes 13-52 rail capacity check, It does not include roof attachment or roof capacity check b. Wind risk category ll per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height Is 0 ft f. Roof pitch is between 7 degree and 27 degree g- Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof i. Deflection criteria of i_/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc, strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is i/3 5of6 13/52 Rail Zone 3 Span Char Exposure Wind Ground Snow load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psi 70 psf 80 psf 90 psf 100 7.5 7.5 6.5 6.0 -.5.5 5.0 4.5 4.0 4.0 3.5 105 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4,0 3.5 110 6.5 6,5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 Category 130 5.5 5,5 5.5 5.5 5.0 4.5 4.5 4.0 4,0 3.5 B 140 5.0 5.0 5.0 510 5.0 4.5 4,5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4,5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 1 4.0 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf `100•.- •6.5• - - _ �-y - .,:�;:.. _ _ _ _ �.,� :;,,:.. W �:: �.> � i•Y: 'V �:.i.>'ti:e (fe>i5``�•w : i.�t � r`. r`.� :. fit. , h A /( /� _ ,i _ _ _ e� ,.rJ,.u"... i:.q kr'1..`�i .J:. �.�•�. � rf4, _�: ::i .{�':LL:.:,' ��.',:� `x µ 0,. - 5.5' - i. A. 4:- t �. �3 s ..:....... '- ..: • .: 3.5:r` :35. Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf .�0Q'� fi0 -` =6it7 :' v. ".-�{,;0;-.. :5.5. � 5.0::` '��4°'` .-.,'4_:S'<:';< '"r.4,:4:-=-.�-_.�; ':,;,{•;•..;�,: :.:. 5:S' .5:5• 5.S_�V �•_5;E3 ':z�i:S-';^ - :°if'5:' .-. - ., : " '` • :110- , .: .., .S.Q. 7 ," -,:' .. 5:0 120 - 5:0 - _� 5;0: r5f3: ' :�:5''. •'4:5:.'. '4:E1�� `4:�i': '� '�3':5`i;:• Cate ar:'; :130 45: .4:5 4.5 _ :4.5 '4.5 _ 4 A. 1W : 544. `4.0, .•_ . - 0 . 4.Q #. 4 4.4' 4.bi.: :" 4'.4'•"_ ` :; `' 4,bt:..: i:f� ''i;.ti:`:_-. i64 3'.5' -: ,'-. ". �3.� ..,-. ". ,.365-'..'.".;"''.•3,5 .. .4�:5_.".: '4;. -70 3.5 365 "'3:5. 3 5=3 180' :0 .:. 3.0: 3:0 _' 3 © 3t4: '.3,0::';:: ': '_. ': ; :_" ;3 0° ',_`::':.:.':3;D; '... a. The table above ONLY includes 13-52 rail capacity check, It does not include roof attachment or roof capacity check b. Wind risk category ll per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height Is 0 ft f. Roof pitch is between 7 degree and 27 degree g- Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof i. Deflection criteria of i_/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc, strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is i/3 5of6 thtertek Mounting System, Inc. Project No. 101988288MID-001 6 Conclusion Date: March 10, 2015 Page 10 of 13 The results of the Class 'A' System l=ire Class Rating of Photovoltaic Panels with Mounting Systems in Combination with Mounting System Inc, For Steep Slope Application is stated in the following table. The Mounting System Inc. Alpha+ mounting system was provided by Mounting System Inc. and testing included the use of Type 2 photovoltaic panels. Testing was conducted per UL 1703 (2414) Section 31.2 and UL 2703 (2012) Sections 15.2 and 15.3 referencing UL 790 (2004) "Standard Test Methods for Fire Tests of Roof Coverings".. Sample Surface Material Test Rating 1 Mounting System Alpha+ System, Type Burning Brand Class A 2 panel, Steep Sloe Class A Brand 2 Mounting System Alpha+ System, Type Burning Brand Class A 2 panel, Steep Slope Class A Brand 3 Mounting System Alpha+ System, Type Burning Brand Pass 2 panel, Steep Slope Class B Brand 4 Mounting System Alpha+ System, Type Burning Brand None 2 panel, Steep Slope Class B Brand 5 Mounting System Alpha+ System, Type Burning Brand Pass ..2anel, Steep Slope Class B Brand 6 Mounting System Alpha+ System, Type Spread of Flames Pass 2 panel, Steee Slope 7 Mounting System Alpha+ System, Type Spread of Flames Pass 2 panel, Steep Slope 8 Mounting System Alpha+ System, Type 'Burning Brand Pass 2 panel, Steep Slope Class B Brand The Mounting System Inc. Alpha+ mounting system with Type 2 photovoltaic panel met the requirement for a Class A fire application in accordance with UL 1703 (2014) Section 31.2 and UL 2703 (2012) in compliance with UL 790 (2004) "Standard Test Methods for Fire Tests of Roof Covering" far Steep slope applications. This report does not automatically imply product certification. Products must be under a certification program and bear the Warnock Hersey registered certification mark to demonstrate compliance. INTERTEK TESTING SERVICES NA Reported by: p Chad Naggs Technician 11, Fire Resistance Intertek, Building Products Reviewed by: Gregory Allen Engineering Team Leader, Openings Intertek, Building Product Vivint Solar - PV Solar Rooftop System Permit Submittal. �.< Proiect lrifc�rs�ation Project Name: Jeanine Henneman Project Address: 10755 Alderbrook Lane, Cuepertino CA A. System Description: The array consists of a 4.94 kW DC roof -mounted Photovoltaic power system operating in parallel with the utility grid. There are (19) 260 -watt modules and the array is mounted to the roof using the engineered racking solution from Mounting Systems Inc - B. Site Design Temperature: (From MONTEREY PENINSULA weather station) Average low temperature: -0.9 VC (30.38 VF) Average high temperature: 23.8 VC (74.84 VF) C. Minimum Design Loads: Ground Snow Load: 0 psf (ASCE 7-10(7.2)) Design Wind Speed: 110 mph (ASCE 7-10(26.5.1)) . Structural Review of Feil Array Mounting Serra: A. System Description: 1. Roof type: Comp. Shingle 2. Method and type of weatherproofing roof penetrations: Flashing B. Mounting System information: 1. Mounting system is an engineered product designed to mount PV modules 2. For manufactured mounting systems, following information applies: a. Mounting System Manufacturer: Mounting Systems Inc. b. Product Name: Alpha+ c. Total Weight of PV Modules, Microlnverters, and Racking: 839.8 lbs d. Total number of attachment points: 0 C. Weight per attachment point: #DIV/Ul f. Maximum spacing between attachment points: * See attached engineering calcs g. Total surface area of PV array: 332.1 square feet h. Array pounds per square foot: 2.52 lbs/square foot L Distributedweight of PV array on roof sections; -Roof section 1: (13) modules, 0 attachments # -Roof section 2: (6) modules, 0 attachments # mounting systec r ns Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 48 ft 3.00 in Building width 23 ft 2.21 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 21 " Rafter height 4.0 in Rafter spacing 24.0 in M mll Developer: Page 2 of 9 Date 2/9/2016 MS Version 2.0.32,0 mounting syst'rl 1 Load combinations (ASD) LFK1: Ed= D LFK2: Ed= D+ L LFK3: Ed= D + (Lr or 5 or R) LFK4: Ed= D + 0.75 * L+0.75 * (L, or S or R) LFK5: Ed = D + (0.6 * W or 0.7 * E) LFK6a: Ed = D + 0.75 * L + 0.75 * (0.6 * W) + 0.75 * (Lr or 5 or R) LFK6b: Ed = D + 0.75 * L + 0.75 * (0.7 * E) + 0.75 * S LFK7: Ed=0.6*D+0.6*W LFK8: Ed = 0.6 * D + 0.7 * E max action [Ib/ft'] Pressure Pressure Suction Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 7.736 - 0.847 -8.629 0.508 Edges I 7.736 0.847 -17.480 0.508 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 25.150 2.753 -28.050 1.652 Edges 25.150 2.753 -56.810 1.652 Developer: Page 4 of 9 Date 2/9/2016 MS Version 2.0.32.0 M otiil"& systei ns Configuration Fastener capacity Stress Description Woot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 72.00 in Rail Stress Description GS 10/48 Moment of inertia Iz 0.16 !n"4 Moment of inertia ly 0.24 1n^4 Resistance moment Wz 0.21103 Resistance moment Wy 0.24 in^3 Cross section area 0.55 in A2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (% A=L/60) Length Load capacity Roof area (% yield) Rail Cantilever Cantilever Attachment Field 26.8% 21.4% 0.0% 7.8 in 22.7% Edges 51.5% 42.9% 0.0% 7.8 in 46.0% The system was successfully verified. Notes • Caution - use of shared rails requires precise positioning of the rails for a successful installation. • Only the statics of the solar substructure are analyzed, The rails are designed as multi -box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 2/9/2016- MS Version 2.0.32.0 low mounting iro Systems Developer Page 8 of 9 Date 2/9/2016 MS Version 2.0.32.0 N fT N m Developer Page 8 of 9 Date 2/9/2016 MS Version 2.0.32.0 Tsui'; syste gas Project Information Project data Project description 4312423 Contact Name 4812423 Street address 1.0755 Alderbrook Lane City, State, ZIP Cuepertino CA 95014 Phone Email M. Developer: Page 1 of 9 Date 2%9%2016 MS Version 2.0.32.0 mounting systerns Loads Snow load Importance factor II: 1.00 Ground snow load pg = 0.000 Ib/W Shape factor C, = 0.754 Snow load -flat Pr= 0.000 Ib/ftz Snow load - sloped Ps = 0.000 Ib/f6 Wind load Basic wind speed v = Terrain category Wind Gust Velocity Pressure q = Roof areas Field Edges 110.00 mph B: Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. 18.430 I b/ft2 Dead load Module area AM = 17.60 112 Modul weight GM = 40.80 lbs Dead load 9M = 2.363 Ib/ft' Distributed Wind Loading per Base Rail Pressure [Ib/ft] suction [Ib/ft] 29.957 -53.923 29.957 -101.855 Developer: Page 3 of 9 Date 2/9/2016 MS Version 2.0.32.0 mounting syst r 2 Module field layout Module manufacturer Yingli Solar Module length 65.0 in Module type YL260P-29b Module width 39.0 in Module power 260.00 Watt Frame height 1.5 in Number of modules 6 Modul weight 40.80 lbs Module orientation Landscape Overall power output 1.6 kWp to i; 3.0.75 in 0 P. 93 fl. G.SO to 28 It 7.75 in Developer: Page 5 of 9 Date 2/9/2016 MS Version 2.0.32.0 e -e Al mounting systerns Construction Developer: Page 7 of 9 Date 2/9/2016 MS Version 2.0,32.0 .50 cut rails 4x BR 10/48 CS; 20ft zugeschnitten auf 1x 11 ft 1.01 in Item no. description Weight Quantity add. Items Sum 707-0023 L -foot 11 mm fast attach 0.241 lbs 12 0 12 702-0206 MEC CS RH 38mm 0.000 lbs 8 0 8 700-0102 MC 30-40mm - wBonding Plate 0.000 lbs 8 0 8 712-0136 Weeblug Alpha+ pa 0.000 lbs 4 0 4 807-0131 AGC Wire Management Clip 0.000 lbs 0 0 0 807-0134 Omega Wire Management Clip 0.000 lbs 0 0 0 712-0148 Rail / Microinverter Attachment - M8x20mm T -Bal, 0.000 lbs 0 0 0 712-0147 Rail / Microinverter Attachment - M8x25mm T -Bol 0.000 lbs 0 0 0 800-1083 BR 10/48 CS; 20ft 13.623 lbs 4 0 4 Total 57.380 lbs 0 Developer: Page 9 of Date 2/9/2016 MS Version 2.0.32.0 �ER OM' CMt[F,,ICA*rE'OF COMPLIANCE 1 01 E COMMUNITY DRVELOPMENTDEPAFUMENT - BUILDING DIVISION L -E - CUPERTI-NO, W 9> 10300 TOR -RE AVENUE CA 95014-3255 3 V (408) 777-3228 FAX (408) 777-3333 - buHdihq(d-)cuoert1no.orq MCI& iii % PERMIT CA-N.NOT BE VINAlirgID AND COM,]LE J. UNTIL THIS CERTfFjc,&,rt. MN AND V1 AMPOSE This affidavit is a self -certification for the installation of all required Smoke and Carbon Monoxide Alarms for compliance with 2013 CRC Section R314,2013 CBC Sections 420.6 and 907.2.11.2 where no Interim access for inspections are required. GtN- ERAL IN, PoRmATION Existing single-family and multi -family dwellings shall be provided with Smoke Alarms and Carbon Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds $1000.00, CRC Section 8314 and CBC Sections 907,2.11.5 and 420.6'requ.jxe that Smoke Alarms and/or Carbon 'Monoxide Alarms be installed in the following locations: A-R13A Outside of each separate sleeping area in the immediate vicinity of the S,9WOKEALAIM, X X On every level of a dwelling. unit including basements Within each, slqep , i% rooin, X Carbon Mionoxidip- alarms are not required in dwellings wfach, do not, contain fuel -burning appliances, and that darto-th,a,vea,n,attached garage. Carbon Monoxide alarms com bimned with smoke alarms sh-allcomp 1V with CBC Section 4204 and shall be approved by the Office of the State Fire Marshal. Power, Supply: In dwelling urnts, with no commercial power siyply, alarm(s), may be solely battery operate -d. In exisift dmBsig units; alarms are permitted tobe solely batteryoperate-dwl,�i-erereparsGral-teratizonisdo, got result in, the removall of wall and ceifing firdahe& or there is no. access by iineajt-is of, attic, basement or criatwd, space.. Refer- to, CRC Section R-3-14 and CB'C Sections, 907.2.11A and 420.6.2- An,, electrical permit is re.quij"r.ed foy alarms which Bmg'be c omected to, the building wifling. As; owner of the ab-,uve-r efeze—ncedi property, 1 hereBy certify that the aTaymn(s)i referenced above has/have Been m, sitaAed, inn acc ovda nve with, the maRuf act urrer"s i nast, mic fiom. and in, co: piphrfamee vd& the California ldinb amici Cailffeimia, Residim-fiad Codes,. 'the ailairm-& have 111),eeiii,, tested amd ar. e operadbna],as, of; the date silggtedl # hwive i M' �M ........... ....... . ......... .. ................. ...... .......... ...... . ...... Sbtoke ai.id!C.@lfvrnidbc.ia,4[s.edia,31 M MIL Owner WATER-CON89RVING PLUMBING -FI)CrURE-S OWNER CERTIFICATE OF COMPLIANCE COMMS NFry DIVI10 :S N 10300 T-OLRR.8 AV-'Et4U' E - CU—PERTINO.CA 950-14-3265 �411,777.3228PiAM-400777-3333 Address al(- ctin e- 1. Is your real property a registered bigtorical situ? 0 yes Civil Code Sections 1101.1 through 1101.8 do not apply. 0 No Go to Question 2. I L E, 3,1S-11 a 6 - Skip the rest Of the form and sign bottom of form. I Does your real property have a licensed P"'O'ber certifying that, due to the age;or configuration Plumbing, inst4ll4tioft Of water=conse plumbing fixtures 8 G hi al feasible? of the property or its g i not te h c ly feasib e?-, 11 yes Civil Cod-, Sections 1101.1 through 1101.8 do not apply.� El The licensed plumber's ceftifiodioah-99 been -provided to the Building Division, Skip the rest of the form and sign blottom, of form. El NO Go to Question 3. 3. Is water service permanently disconnected for your building? El, Yes civil. CoCadeSectionsSections110, I through 1101.8 donot apply. Skip the rest of the form and sign bottom of form. D No, Go to Question 4, 4. IS Your real property built and available for use or occupancy on or before, JaftUary''l, 1-914? - 0 No My real property is built and available for u Civil C6& Sections 1. 101.� . - so, or occupancy after January 1, 1994. I throng 1101.8 do, not apply. Skip the rest of the form and sign bottom of famt E-011 13 Yes My real property is, built and avail101 eforuseoroccupancy on or before January 1, 1994 , Civil Code Sections 11011 ffiroqgl� 1101.8 apply. Check one of the three following statements and sign bottom, of form-., 5-. Please cheek ON,,,);ofthe folloVn.g.- ❑ real pe ea Civil ec i n 'Ved' '&lng, 16tfdw!17resldelltial Pf 0 AT 8 , Ci , Code S t 6 1101.4. On, and after January 1, 2Q14, building alteration& or improvements, Shan regim Or before all non-compliant plumb fixtures to b e replaced with. wa ter- con'servhV A toping, f iXture-6, tbroughout the buil.d.hig. 0-a I ' non -t e January1, 20`T. T,: all compliant plumbing fixtures shall be replaced with water-conserviAg plunihing fixtures (regardless of whether property widergoes, alterations orim, pfoverAents)� 0 M,,YPT6Pert3ris&�tnz;tltifamtly-residenfklred propett,y`. See Civil Code S -W., tieft On and after January 1, 2014, spec fed budding; afer..at ons or i m-provem, e atsi shall req,=' e non- compliant plumbing fixtures: to be rep laced with watef-coxsgrving, plumbirig, fixtures. Oftm or, b- d -bre, January 1, 20'19;. all watGr- non-compl A.u;t e-,dwi%, fi F fix, tures shall be repla, consemingplunibing fixtures- throughout 1iie bAft of whttheTpreptrty =—&rgoes, alterations, or improver rents). 0, My properey is, a commercial real Property. See, Civil Cudf,-- Section 11 I.S. On and, after J'an, nary 1, 2014, specified bundling altUatilow or improvements shall require non- compliant p1lamling fixtures to be replaced, with water -e , pltitxibir g fixtures:. ON 0C before: 7M-01ary, 1,, 20119, all non compliant plbmwbiag fixtures, shall: bo repkaed with, Water- conadv-ing plum, fttures ftaughout tktbuilding. (regardless of vheffier property-und"ei gioe& aikeratiows or im. proveme nts)i y,, as the owner or owner"s agit�Auf this -property,, certify under, pena1,tyofperjuq, thatz an-compfiantplu mhing, fmturcs• wifibe- reglace&-prior: to dhatte, specified( above; wiffi water—conserving pllinibingfbftres, Mill accordance wiffiCivil CG& Sections ,1'0.'-1..1 101%, tk- current ca.lifbmk� Plumbing, Code- and Cadifforma GiemBuddmg, Standard% Codt,an . d, marmfazturee's. instaiffatim, requirements, and that thE; water -conserving plum, Nhg, fixtures com, plywi&,ffie require m- ents as, indicated ift the tablelffi-efbqmwing.pagp. Owner or Owner Agpnvt"s; S-Ignaluff Upon comp aad sitgkg this- Cmtiffc a-ve, pltasd return it to the Buliffing Divis im in GF&1,7 to, final~your.- building, permit.