The URL can be used to link to this page

Home My WebLink AboutCORKTREE ROAD 33991_15-00002005 C.I T Y OF 01,t LAKE LSIl-I0IRE BUILDING & SAFETY D R.I AM. E XT R.E M E TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT JOB ADDRESS . . . . . : 33991 CORKTREE ROAD LT55 DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR MELENDEZ EDWARD VIVINT, INC. GARCIA JENNA 4931 N 300 W PROVO UT 84604 LAKE ELSINORE CA 92532 801-377--9111 LIC EXP 0/00/00 A. P . $# . . . . . 368-360-015 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR VALUATION 15 , 000 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 13 . 00 X 12 . 5000 VALUATION 162 . 50 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 225 . 50 . 00 225 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 45 . 10 4 0;,-,,' :,' r, 0,.fl _. .., If •-1 c) .. ti; "1.:r i ,T, i.11+:_� ,;it ,._.., it ".PLAN RETENTION FEE 2 . 07 _,,;, QQ:', i._.. i + +•<2 . Q�'� -, SEISMIC GROUP R 1 . 95 PLAN CHECK FEES 169 . 13 169 . 1S-' f ., 6: °:1E;j 11 TOTAL 500 . 00 214 . �3 `cf2 5 . 7,,::7 u n �• i 1 01 SPECIAL NOTES & CONDITIONS ROOF MOUNTED SOLAR WITH 14 MODULES/INVERTERS 3 . 57 KW17 C:, j 1f I,i r.a 1) (71 f 1 �� ;•r ! I City of Lake Elsinore Please read and initial s'3ttilditlg Safety Division l am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. _6 3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the roject. JOB ADDRESS for each respective inspection: 1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof: at all times: 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO 1 I Underground Water Pipe SSO1 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 lRough Electric Conduit GS EL04 lRough Electric Wiring �— EL05 Rough Electric/ T-Bar MEOI Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP 10 Framing&flashing BP12 insulation BP13 Drywall Nailing BPI I Lathing&Siding PL99 *Final Plumbing EL99 *Final rslectrical ME99 *Final Mechanical BP99 *Final Building •S' *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO1 F.,lectric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being releases[by the City SP03 Pool Steel Rein./Forms Date Inspector SP04 Pool Plmb./Pressure Test Fire SP05 Pre-Gunite Approval EVMWD SP06 Rough Pool .Electric Finance - SP07 --- —Engineeri SP08 Pre-Plaster Approval TUMF SP99 1 Final Pool/Spa Planning/Landscape C11"y or LAB E ww LsIIJO P.,E DREAM EXTREME TM 130 South Main Street APPLICATION FOR APPLI Ff6N�0.�� BUILDING PERMIT ADPPEC N REE] VALUATION CALCULATIONS (0 BUILDIN AD 33991 Corktree Lake Elsinore 1st FLOOR SF TRACT BLOC KIPA E L T!PARCEL 2nd FLOOR SF 3rd FLOOR SF O NAME Jenna Garcia 1E6jVQ0-,rd } d W MAILIN 33991 Corktree RdPHONE GARAGE SF N ADDRESS STORAGE SF R Y Lake Elsinore STATE/ZIP CA 92532 1 hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full farce and effect. OTHER: SF O LICENSE# C-46 973756 CITY BUSINESS N AND CLASS TAX# 021474 $17 850 T NAME Vivint Solar Developer LLC VALUATION: R A MAILING C ADDRESS 27449 Colt Court FEES T CITY STATE/ZIP CA P'%li O Temecula 951-719-3795 BUILDING PERMIT $ I /� R TOR'S SIGNATURE 0-A 11E PLAN CHECK [ �,� J NAME LICENSE# PLAN REVIEW R MAILING C ADDRESS SEISMIC H TA E1ZIP PHONE f PLAN RETENTION ❑NEW OCC GRP.! CONST. ❑ADDITION DIVISION: TYPE: [:]ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: p SINGLE FAMILY ZONE: O APARTMENTS ❑I certify that I have read this application and state that the ❑CONDOMINIUMS HAZARD YES above information is correct. I agree to comply with all city LITOWNHOMES AREA? NO and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: io rpos ❑DEMOLISH PRESENT USE OF BLDG: C' JOB DESCRIPTION Solar Roof Mount, 3.57 kW DC, 14 Modules/Inverters Signature of 4plicant or Agent Date no Panel Upgrade Agent for, ® contractor ❑ owner Agents Name Jessica Jones Agents Address27499 Colt Court Temecula, CA 92590 JUL 2 7 r C� tt5 ZCo Receipt Number: R00001747 CITY OF LAKE ELSINORE Cashier Name: AZ ?> Terminal Number: 130 SOUTH MAIN STREET 1 LAKE ELSINORE, CA 92530 Receipt Date: 7/27/2015 11:35:50 AM (951)674-3124 Tran.Code: MtSC-Miscellaneous Cash Receipt Name: VIVINT SOLAR DEVELOPER $428.46 15-2004 $214.23 15-2005 $214.23 Total Amount Applied: $428.46 Payment Type: Check Payor:VIVINT SOLAR DE Reference: 152615 Amount: $428.46 Total Payment Received: $428.46 Change: $0.00 General Notes: NEW PV SOLAR SYSTEM FOR 2 ALL SUBMITTALS WILL COMPLY WITH MONOXIDE CEC,MS A AND TR 2.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE RETROFITTED v INTO THE EXISTING DWELLING. THE REQUIRED SMOKE ALARMS AND U Garcia Residence LOCATED AT CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQUIRED C PER SECTIONS R314&R315 WITHIN THE 2010 CRC. � 3.ALL CONDUITS AND EQUIPMENT SHALL BE PAINTED TO MATCH THE N `"o 33991 Cork tree R d Lake Elsinore, CA EXISTING BACKGROUND MATERIAL COLOR OF THEIR LOCATION � < 4.A LADDER WILL BE PROVIDED AND SETUP FOR THE INSPECTION. — N Q w Y 92532 ? �MYO CRY s., a Of" Lake i ITS F LAKE B&MOREI �pl v-Mi Appro '(aj B lul I L I I I I I PERMIT nt APPROVE 0 VIVI sol. ar hz��°e.K� N g,Jyi�q( N 'ray � 0 � GOVERNING CODES PV SOLAR SYSTEM .N ALL WORK SHALL COMPLY WITH THE CODES SPECIFICATIONS aQO QO N �gg.14E1116f�! BELOW r, of SYSTEM SIZE 3.57KW ° �LLI a �� /o0aonsonsybea �l �� 2013 CA RESIDENTIAL CODE > zx�`�iS) 4 S} 2013 CA MECHANICAL CODE MODULE TYPE _j _j co } ~ °�' (14) Yingli Energy YL255P-29b J J W m - � ug 2013 CA ELECTRICAL CODE AND AMOUNT Q Q < x ` (YCO",+rn° "{ � � 2Q -,0 ( Z Z Q `F.ra l.� i I€1 SI��yR SHEET �f`�;s!pSB?`�� 2013 CA GREEN CODE (L/W/H) 64.96in (1650mm)/ 38.98in NAME: 2013 CA PLUMBING CODE MD NL (990mm)/ 1 .57in (40mm) Weight Lu DI MENSIONS S 40.8lbs (18.5kg) J 2013 CA ENERGY CODE a MICRO-INVERTER SHEET TYPE AND (9) ENPHASE INVERTER(S) NUMBER: AMOUNT C� LEGEND 1.ALL SUBMITTALS WILL COMPLY WITH 2O13 CEC,CBG,AND CFC. a PV SYSTEM SIZE: 2.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE UTILITY METER RETROFITTED INTO THE EXISTING DWELLING. THE REQUIRED SMOKE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE 3.57 kW DC LOCATED AS REQUIRED PER SECTIONS R314&R315 WITHIN THE v Fc__6 2010 CRC. cc COMBINER PANEL PV MODULE WEIGHT: 42.11 LBS 3.PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE PV MODULE LENGTH: 5'-5 1/2" DISCONNECTING MEANS OF THE OTHER SOURCE(S)AT ANY A/C DISCONNECT PV MODULE WIDTH: T-3 5/8" MCI DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL MEET THE p AC PV MODULE DEPTH: 0'-2.16" FOLLOWING[NEC 690.64(B)] � M w -EACH SOURCE CONNECTION SHALL BE MADE AT A DEDICATED A/C JUNCTION BOX CIRCUIT BREAKER OR FUSIBLE DISCONNECTING MEANS.[NEC o N in 690.64(B)(1)] rLC -THE SUM OF THE AMPERE RATING OF THE OVERCURRENT B v LOAD CENTER(IF APPLICABLE) Z DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR Y i CONDUCTOR SHALL NOT EXCEED 120%OF THE RATING OF Lj 0 5 BUSBAR OR CONDUCTOR.[NEC 690.64(B)(2)]-THE INTERCONNECTIN POINT SHALL BE ON THE LINE SIDE OF -'w UN Q �_ rn JUNCTION BOX ATTACHED TO 14)Yingli Energy YL255P-29b MODULES WITH ALL GROUND-FAULT PROTECTION EQUIPMENT.[NEC 690.64(B)(3)] U M Y ARRAY USING MSI HARDWARE TO 14 En phase M215-60 2LL-S2x. co -EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS tz KEEP JUNCTION BOX OFF ROOF (ONE ON THE BACK OF EACH MODULE) SUPPLYING POWER TO A BUSBAR OR CONDUCTOR SHALL BE rrnn J N ROOF ACCESS POINT MARKED TO INDICATE THE PRESENCE OF ALL SOURCES.[NEC V 690.64(B)(4)] -CIRCUIT BREAKER,IF BACKFED,SHALL BE SUITABLE FOR SUCH LO OPERATION.[NEC 690.64(B)(5)] au ! o I 1 I f f r •U) L W I 1 m I f N ' f � I AC 1 ``�£q4k€iPPPfiEIf� � � co ry r_� (� 'v> '✓•n"P. bqr, off. 4 �p N fD m i _ - �s� Lq °m�•atcn° _0 W w Z En L_ 3'OFFSET FOR - '%r L€� ° t� w < J ROOF ACCESS j'Ofi~SSfO rl l l i i ,+,!� � g Q 75'OF EMT CONDUIT QQ -' �9� a < 0 cn < W U FROM JUNCTION BOX TO ELEC PANEL .- Vt Y& (�� U Z z z U o LECTRICAL SERVICE LOCATION TO BE LOCATED AS CLOSE AS POSSIBLE � '�� SHEET (KEEP T CLEARANCE FROM NATURAL TO RIDGE TO REDUCE TRIP HAZARD. ; O NAME: GAS EQUIPMENT). LOCKABLE MAX VENTILATION VENTILATION m DISCONNECT SWITCH, &COMBINER OPPORTUNITIES PER CBC;SEC. 3111.3 TJ PANEL(IF APPLICABLE) cl\1 M I"^ Q v`' , r�r OF Fob co a- SHEET NUMBER: PV SYSTEM SITE PLAN CA Fire Code Offset shall not apply to roofs with slopes of two units verticle in 12 units SCALE: 1/16" = 1'-0" 1 STORY HOUSE horizontal (2:12)or less. � \ � �« « � � \ ® `�. % }\� \ � , � : & %�<«��Q + . �s, p y� � ; ��% %^ . . . yw »� x : �e � % ��. . § a� . m M td f` V rU M C co W TIE INTO METER# �CD < 3' �C)Z CU (;); 222010-742335 Roof Section 1 q� I-- Roo f Azimuth;142... ...... . ..... Roof Tilt 12 Q ... .......................................... . ... ...... .. ........ ................................................................. 0Cn) L MJF 1......'..'.'..'.'. J 1. 0 ....... .................. ................ .......... ........... .......... ........... .......... .......... ........... .......... .......... ............ .......... .......... ........... LAT T I L Er PLUMBING VENT(S) 10 (V N ti .....-. :" .P/M t� ppAa "` co . ......... El C1 `vim J r M CO oa U of ��, co °�na6 a��fl \, a �' " L0 °'r�C'C)riCf �' z 1r/lEilidlt�t�e CJ }� > O V CIRCUIT #1: co o ° Z co W W z m EMSTING Rool IRA hw� LL 14 MODULES sStQ a Q U) U) a 2"X4"AT24"O,C. \\---4:ZOOF VENT(S) QQ.d�,e.:.a U z z z C) o JGYSS FyG/ SHEET NAME: C 38 z ® Q a+j C DA Q qr�OF CA�� W SHEET NUMBER: PV SYSTEM ROOF PLAN o CA Fire Code Offset shall not apply to roofs N with slopes of two units verticle in 12 units SCALE: 3/16" = 1`-0" > horizontal (2:12)or less. n ANTI-ROTATION PLATE 0RISE/RUN= F ANTI-ROTATION PLATE m m JONPLATE " c: M LLJ C\l <2! TILE FLASHING(3 TYPES) S-TILE,W-TILE,FLAT TILE a)Z DEPENDING ON EXISTING ROOF L) C) 0 '90 U) MID CLAMP DETAIL M Ewa w 3 MOUNTING NOT TO SCALE sV PV4..0 DETAIL MOUNTING BASE co (SEE ABOVE) Al (2)5116"Ox 4" STAINLESS STEEL LAG SCREW TORQUE=13±2 ft-lbst- lipl 0 AFr--I]o PV ARRAY TYP. ELEVATION END CLAMP DETAIL L-FOOT DETAILCV NOT TO SCALE NOT TO SCALE NOT TO SCALE QP lFsslo a EWA W ys Fib re > ,PERMITTED LEVELING L-FOOT WITH CONNECTION 0 0 FOOT SPACINGU 2 co END CLAMP _j I FRAMING BELOW SHOWN END CLAMP c ri ❑DASHED FOR CLARITY OF n 2� PHOTOVOLTAIC (i & HPV4 co OTOVO c� MODULE y I rl I END CLAME_ f-1. 0 07 Lo PHOTOVOLTAIC MOHcl) 6i w Lu Z m F9 < 0 CQ < � din SHEET NAME: 72"MAX SPACING z L-FOOT MID CLAMP WITH 0 LJJ CONNECTION L-FOOT WITH CONNECTION 2 0 MID CLAMP PV4.0SHEETPERMITTED LEVELING NUMBER: FOOT SPACING ROOF FRAMING PV ARRAY TYP. ELEVATION PV SYSTEM MOUNT DETAIL qco NOT TO SCALE NOT TO SCALE > 0- ��;,, . ��.�, � �-�� J, f e� �� 44 �� - �, •. ,� �_ ..,.. .. ..,... - ..� ..�.. �. .nip. .._ ..��.. - .,. ��.. ti ...,�.. .... .... .. _,,.. O Conduit and Conductor Schedule Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size 1 Enphase engage cable-THWN-2 12 AWG 4 N/A-Free Air N/A-Free Air 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air 2 THWN-2 10 AWG 3 EMT 3/: m 2 THWN-2-Ground 8 AWG 1 EMT 3/4" n v C co LO N� �O t/) 0 Z N o z iz 6 �; 55o CU m w �Y Q L_ W ! -7 _..� IN ", ' W a; • r��Z O N ON, (� i '�a NEMA 4 ENVOY BOX ' 4 f WP to C ate, Co POINT OF DELIVERY ,,�� ofi Ct �a, a @maa aeneybc tt! co ' J AND INTERCONNECTION_-----z-"" f`' ` o L " < l w _q: } �C' a6� o Q VISIBLE/LOCKABLE z cah G, 'KNIFE'A/C M P :® ---'> o "(D DISCONNECT !� (v 1.0 o a u i PV CIRCUIT 1: 14 MODULES/PARALLEL G�ti (IF APPLICABLE) < u, z �Q �� EXISTING f,, r c O „ n€�t;�3. J Q 200F� 40V/200A //d/?EI s.t`e�`R` z z o 14 (2 � O,p��'PiO� ILOAD-CENTER SHEET 15A NAME: THIS PANEL IS L 2oA ' NOT CENTER-FED U I I I Q LLJ .. -----------` - ---------------......----_- - ---------- --- A, Q Siemens �L u,...P,'� w Es JUNCTION 2 60Al2 OVR 2 ' 1 SHEET E 1.0 BOX WITH E 1.0 UNFUSED E 1.0 Nu0 z: ROOFTOP NEMA3 ' DISCONNECT/CIRCUIT Uj W t Yingli Energy YL255P-29b PV Module Ratings @ STC (Guide Section 5) SOLAR MODULE Inverter Ratings (Guide Section 4) Model MakeNodei Yingli Energy YL255P-29b Inverter Make/Model Enphase M215-60-2LL-S2x Max Power-Point Current(imp) 8.32 Amps Max DC Volt Rating 45 Volts Max Power-Point Voltage(Vmp) 30.6 Volts v Max Power @ 40°C 215 Watts Open-Circuit Voltage(Voc) 38.7 Volts M Nominal AC Voltage 240 Volts Short-Circuit Current(Isc) 8.88 Amps se Mgt 5-60-2LL-S2x Max AC Current 1.125 Amps Max Series Fuse(OCPD) 15 Amps Enpha MICRO-INVERTER M2 NVERTER A7 Max OCPD Rating 20 Amps Nominal Maximum Power at STC(Pmax) 255 Wafts o Max Number of Panels/Circuit 17 Maximum System Voltage 1000(IEC)1600(UL) t;� M EACH MODULE,ATTACHED co Voc Temperature Coefficient 0.33 %!°C o)tY WITH MSi HARDWARE NOTES FOR INVERTER CIRCUITS{Guide Section 8 and 9): � u)ul 1.)IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 8 and Appendix D): .� �rn ED SWITCH MEET THE REQUIREMENTS? 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme dry N U z �____ YES NO X NA bulb temperature for ASHRAE location most similar to installation location:-5.2°C Fn #6 BARE CU GROUND 2.)IF GENERATION METER REQUIRED,DOES THIS METER 2.)Highest expeected ambient temperature based on ASHRAE minimum mean extreme 0 °c SOCKET MEET THE REQUIREMENTS? dry bulb temperature for ASHRAE location most similar to installation location:38°C —.N O (GROUNDING MODULE (I w 0 &INVERTER) YES NO X NA 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47C in the United U r, )0 1)SIZE PHOTOVOLTAIC POWER SOURCE(DC)CONDUCTORS States(Palm Springs,CA is 44.1'C).For less than 9 current-carrying conductors in L `�' BASED ON MAX CURRENT ON SIGN OR OCPD roof-mounted sunlit conduit at least 0.5"above roof and using the outdoor design (0 _ RATING AT DISCONNECT. temperature of 47'C or less(all of United States). I- 4.)SIZE INVERTER OUTPUT(AC)CONDUCTORS ACCORDING a.)12 AWG,90°C conductors are generally acceptable for modules with Isc of 7.68 Amps i or less when protected by a 12-Amp or smaller fuse. MICROINVERTER CONNECTION TO INVERTER OCPD AMPERE RATING(See Guide Section 9). TO ENGAGE TRUNK CABLE 5.)TOTAL OF 1 INVERTER OCPD(s).ONE FOR EACH b.) 10 AWG,9 conductors are generally acceptable for modules with Isc of 9.6 Amps PV CIRCUIT.DOES TOTAL SUPPLY BREAKERS COMPLY or less when protected by a 15-Amp or smaller fuse. WITH 120%BUSBAR EXCEPTION X YES NO 4.)In compliance with CEC 250.64(C)conductor splices will only be allowed with compression connectors or exothermic welding. 5.)Integrated module grounding method:MSI racking grounding provided by burndy lay in lugs or equally UL list product. ............................._._...... _ . ... ......... .. - --- - Signs (See Guide Section 7) ; Sign for inverter OCPD and AC Disconnect: b/ If Main Disconnect is d Sour PV System AC Point of rated less than the Connection Busbar rating: ` AC Output Current 12.600000 Amps "Caution-Solar :& Nominal AC Volt. 240 Volts Connection. Do Not increase size of main THIS PANEL FED BY MULTIPLE SOURCES disconnect" N (UTILITY AND SOLAR) LO LO �FtSt4#tlilg�ffF ti t wm {� ti 0 U UJ to ELECTRICAL NOTES . (O Z Cl) 0 > ❑ t0 GROUNDING: ALL EXPOSED NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED WITH LISTED HARDWARE `` c{,oG�'� _4`to?Nr -� v J LIJ J U COMPATIBLE WITH PANELS, RACKS AND ANY OTHER EQUIPMENT AS APPROVED BY THE EQUIPMENT MANUFACTURER ��fr� 4(;ejt�;;C%a`' t�` uj � - AND INSTALLATION INSTRUCTIONS. DOCUMENTATION SHALL BE PROVIDED TO THE FIELD INSPECTOR SHOWING F�aI;jSikS?'•'4 U Z Z Z U X THAT GROUNDING HARDWARE IS APPROVED FOR THE APPLICATION FOR WHICH IT IS USED. WEEB CLIPS SHALL NOT SHEET BE USED UNLESS THE PANEL MANUFACTURER'S CUT INDICATES WEEB CLIPS ARE APPROVED. NAME: PLEASE BE ADVISED: PANEL BUS RATINGS MAY BE EXCEEDED BY THE POSITION OF THE W INVERTER DISCONNECT BREAKER. PV BREAKER SHALL BE AT THE OPPOSITE END OF THE UTILITY SUPPLY BUT WHEN Z F—• THE BUS IS CENTER-FED, THE BREAKERS SHALL COMPLY WITH SECTION 690.64 AND 705.12 OR A PANEL UPGRADE O MAY BE REQUIRED.A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTION EQUIPMENT WITH THE ' Z FOLLOWING OR EQUIVALENT MARKING: WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS SHEET OVERCURRENT DEVICE. NUMBER: NOTE: NEUTRAL CONDUCTOR(S) OMITTED FOR CLARITY ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR (WHITE) O CV W ._ ..... b_ .'•.fil'. �. ..!il 467'. - b_. '.fi M .i.. r- a �r N U .. .. 04 m TT G rn U k so ? — J b - ef 3 •.i r c 7 �I 1 G hv'.v 07 I IVOR J in A�yY ` ' 3: THESE ROOF SECTIONS WERE NOT USED. ' N USAGE WAS REACHED WITH OTHER ROOF SECTION(S). a �ggl4stlb!!! g c0 UM n o a gs �(('oC nposs'n°aaQ° ui FLAT TIL w C) Q O of 0_ LLI �na Z W IllZ 07 J U Q F- Q JQ U O Q 14 MODULES AT'IA75 SUN HOURS '"ti p?"` �f I 'l�i�aG u's` Z Z Z U .. P�a SHEET NAME: v z U Lli O Q _J SHEET NUMBER: USAGE CONSTRAINT 09 EST. ANNUAL CONSUMPTION: 5516 EST.ANNUAL PRODUCTION: 5265 J PV SYSTEM OFFSET: 95.4% O I - M co _ v in C Ma �< `� oz :E - rY Z0:) 0 cu awv 1 � Q ► ® ® ® "' ® L cc J_ cu . ...CAUTION . sDISCONNE CONNECTED .:. s ® i IR ® � ,.ywan<,r, -.><s>.a��.; b A ® 1 ` s .. • • • • • • 0 ► ► s ► A • • • ' • • v v 'n `` o n A A i ry g �rn p U Q sLLI z OU W W Z m ° w (1 n°N' Z Z Z U O co °O y ° SHEET NAME: Z TO BE PLACED ON BOXES, RACEWAYS, JUNCTION zZ w BOXES, A/C DISCONNECT, COMBINER BOXES < g AND ELECTRICAL METAL CONDUIT SHEET NUMBER: O e-- ` ~~ �^��q��,��*�� (b �0� Vw � �� @ vc ru ��V��U ��KVV�k� - ' Group iP� (|;(H} 2347u50 Scott ENfyssling, PE Head of Structural Engineering scott.wyssfing0vivintsolarcom September 9, 2014 revised July 22, 20/5 Mr. Dan Rock, Project Manager Vivint Solar 1939 Hartog Drive San Jose, CA95131 Re: Structural Engineering Services Garcia Residence 33991 Corktnan Road, Lake Elsinore CA S-397S683 3.57 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof o(the above referenced home: 1. Site Vi itNehfioation Form prepared by a Vi int Solar representative identifying specific site information including size and spacing of trusses for the existing roof structure. — Design drawings_ of -- proposed system_ including - site plan, roof plan __ connection_ details for the solar panels. This information was prepared by Vivint Solar and will be utilized for approval and construction of the proposed 3. Photovoltaic Rooftop Solar Svobam Permit Submittal prepared by VlWnt Solar identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and thwiroondiUona. Based on the 2013 California Building Code specifically seuti 34034 if the weight of1h | does not exceed 10% of the Iota] weight of the building, changes to the building to address seismic/wind lateral forces are not required. We have assumed the weight of the building to be 70,000 lbs and based on a panel weight of 678 lbs the solar system would increase the total weight by only 1.0%. As such changes to the existing building to address lateral forces are not required based on the current code. However, we have included calculations to determine that the panel connections only are structurally adequate due to lateral forces. Details of our engineering evaluation and assessment of this specific home are identified below. Description of Residence: ' The existing residence ia typical woodframing construction with the roof system 000§iadnQofm prefabricated truss system with all chords constructed cf 2x4 dimensional lumber at24^ uncenter. The attic space io unfinished and photos indicate that there was free aooeua to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug-Fir #2 or better with standard construction components. The existing roofing material consists of clay tile shingles. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached M8| om|nu|mdonn sheet for ASCf}SE/ 7-10 &0ninunn Design Loads for Buildings and othe;3tructureo. windupoedof11OmphbmoedVnExpununuCateOory ^C^ mnd12doQreeroofn|openon the dwelling areas. 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. � �� '��Q�� Page 2 of 2 B. Loading Criteria 15 PSF = Dead Load roofing/framing 3 PSF = Dead Load solar panels/mounting hardware Total Dead Load=18 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the 2013 California Building Code. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual', which can be found on the Mounting System Inc. website (usa.mounting-systems.infolen/solar- mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 1W with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than the panel length when installed parallel to the trusses (portrait). No panel supports spacing perpendicular to the trusses shall be greater than three (3) trusses or 72" o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2013 California Building Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly y{ours,, "''�`" J ��O� SSIQa( Cott E. 'tin,ysslir /. �` s 1� CA License No. 8361- 0 s C I\JV- T�r QF � u n �,:;: .. % . a, i .e ` :.ffi 5�. �A Structural Group e�1 Scott E. Wyssling, PE i lead of Structural Engineering Structural Analysis Report scott.wyssling@vivintsolar.com Project Address Garcia Residence Date: September 9, 2014 33991 Corktree Rd Revised 22-Jul-15 Lake Elsinore, CA Residence A Roof Area 3000 ft 2 Upper Floor Area 0 ft 2 Lower floor Area 2500 ft 2 Number of Stories 1 Type of Construction Wood-Framed with Rated shear panels Mean Roof height 15 ft Upper Floor height () ft Lower Floor height 10 ft sf OF G Location Parameters Latitude 33,841 Longitude -117-85 Site Class D Risk Category 11 Seismic Parameters SS= 1.50 g 0.2 sec Spectral Response Acceleration S, = 0.55 g 1.0 sec Spectral Response Acceleration F,= 1.0 Site Coefficient from ASCE 7-10, Table 11.4-1 F,= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS= 1.00 g Short Period Design Spectral Acceleration SI), = 0.55 g I Second Period Design Spectral Acceleration Wind Parameters Wind Speed 110 mph Exposure Category C Roof Angle, 8 12.0 deg Product Information Manufacturer Yingli Solar No. of Panels 14 Weight 2.89 psf including mounting system Installed Area 246.12 ft2 No. of Connectors 26 2012 IBC/2013 CBC Section 3403.4 states: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the additoin ignored shall be permitted to remain unaltered." Sheet 1 of 5 Vi ii*m IPA i Gravity Loads Existing Roof Dead Load Garcia Residence 7 psf Clay Tile 33991 Corktree Rd 2 psf 3/4" Plywood Sheathing Lake Elsinore, CA 0.75 psf Roof Framing @ 24" o.c. 4 psf Ceiling, Mechanical, Electrical 1.25 psf_ Miscellaneous 15 psf TOTAL Floor Dead Load 7.5 psf Floor Finishes 3.3 psf 1 1/8" Subfloor Sheathing 3A psf Joists @ 16' o.c. 15 psf Partitions 3.6 psf Ceiling, Mechanical, Electrical below 1.2 psf Miscellaneous 34 psf TOTAL Roof Live Load 20 psf Reducible Floor Live Load 40 psf Reducible Additional Roof Dead Load 2.89 psf Yingli Solar Roof Live Load with Solar Panels 0 psf Total Total Existing Roof Load = (DLRooF+ LLRooF) AreaRooF W 105000 Ibs Total New Roof Load = (DLROCA AreaRccF+ (DLADfl) AreaA91) + (LLRaoF) (AreaRaoF- AreaAOD) = 105711 Ibs Change in Demand = (Total New Roof Load - Existing Roof Load) /Existing Roof Load 0.68% Total New Gravity Loads increase by less than 5%. OK per CBC 3403.3 Sheet 2 of 5 ` ° Base Shear Calculations 2012 IBC/2013 CBC Site Class= D Garcia Residence Risk Category= II 33991 Corktree Rd Lakc Elsinore,CA SDs= 1.00 SD[= 0.55 0 Lateral forec resisting system: Wood-Framed with Rated shear panels R,= 6 1/2 from ASCE 7-10,Table 12.2-1 I= 1.0 h= 15.0 ft Mean Roof Height C,= 0.02 from ASCE 7-10,Table 12.8-2 x= 0.75 from ASCE 7-10,Table 12.8-2 T,=Cth„x= 0.152 sec Approximate Fundamental Period,ASCE 7-10,Equation .12.8-7 WExtsrtrro= 130.00 kip Approximate mass of building %-Ew= 130.71 kip Approximate mass of building and solar panels Base Shear= SDRx I W= 0.154 x W ASCE 7-10,Equation 12.8-2 Max Base Shear= SD1 x I W= 0.556 x W ASCE 7-10,Equation 12.8-3 TxR Min Base Shear= 0.044 SDs x I(>_0.01)x W= 0.044 x W ASCE 7-10,Equation 12.8-5 Cs= 0.154 Static Base Shear,Vx= 20.00 kip Existing 20.11 kip New 0.55% increase INCREASE IS LESS THAN 10% - OK per CBC 3403.4 Sheet 3 of 5 .11 n` Vertical Distribution of Seismic Forces Garcia Residence k= 1.00 Structural Period Exponent from ASCE 7-10 Section 12.8.3 33991 Corktree Rd Lake Elsinore,CA Existing V= 20.00 kip k Weight Story Height, k w,hi Diaphragm Story Level (kip) hx(ft) Force E(wi hi hi(ft) w;h; ) Force(kip) (kip) Roof 45.00 15 25 1125 0.570 11.39 11.39 Upper 0.00 0 to 0 0.000 0.00 11.39 Lower 85.00 10 10 850 0.430 8.61 20.00 E 130.00 25 1975 1.000 20.00 0 New V= 20.11 kip Weight Story Height, k wi h;k Diaphragm Story Level hx(ft) h;(ft) wi hi k Force(kip) Force (kip) Z(wi hi ) (kip) Roof 45.71 15 25 1143 0.573 11.53 11.53 Upper 0.00 0 10 0 0.000 0.00 11.53 Lower 85.00 10 10 850 0.427 8.58 20.11 130.71 25 1993 1.000 20.11 Demand Increases Level Diaphragm Story Force Force(kip) (kip) per CBC 3403.4 Roof 1.23% 1.23% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -0.35% 0.55% NET DECREASE IN SEISMIC LOAD - OK Sheet 4 of 5v v ';\ h Wind Uplift Simplified Procedure for Componenets and Cladding ASCE 7-110,Section 30.5 V= ]10 Basic Wind Speed Exposure C ASCE 7-10,Section 26.7 X = 1.21 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 KZ,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof Zone 2 As shown in ASCE 7-10,Figure 30.5-1 Roof n= 12 deg Apand= 246.12 ftz A,,;b= 9.47 ft'' Panel Area tributary to each roof anchor p„,;,30= 38 psf Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 p„et=XK,.,p„&3o= 46 psf Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2 Use 46 psf Connection to Existing Roof Framing F.S.= 1 Additional Factor of Safety applied to withdraw]force,if desired A,,;b= 9.47 ft2 DL,,„,,= 2.89 psf W„prr(= 46 psf P,,s=F.S.x Arab x(0.61)-0.6W)_ -244.7 lbs WithdrawI force for each roof anchor Connection Capacity db= 5/16 in Lag Screw diameter Dne„= 2.50 in Lag Screw penetration into existing framing member Douglas Fir-Larch(North) Species of wood framing CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2 C,= 0.7 Temperature Factor,NDS Table 10.3.4 W= 258 lb/in Withdrawl Capacity,NDS Equation 11.2-1 W'=CT)x C,x W= 289 lb/in Adjusted withdraw] value P,,,,,,v=Dp,,,,x W'= 723 lbs DEMAND = 245 lbs =0.339 OK CAPACITY = 723 lbs Sheet 5 of 5 VAA v REPORT NUMBER: 101807796MID-002 ORIGINAL ISSUE DATE: December 30, 2014 EVALUATION CENTER Intertek Testing Services NA Inc. 8431 Murphy Drive Middleton, WI 53562 RENDERED TO Mounting System, Inc. 820 Riverside Parkway 0 West Sacramento, CA 95605 am CONTACT NAME: MR. Don Massa Ujd.massa@mounting-system.us PRODUCT EVALUATED: Alpha + Photovoltaic Roof Mount System EVALUATION PROPERTY: Class 'A' System Fire Class Rating of Panel with Mounting Systems in Combination with Roof Coverings, For Steep Slope Applications Report of Testing the photovoltaic module roof mount system by Mounting System Inc. for evaluation with the applicable requirements of: UL 1703 (2014) Section 31.2 and UL 2703 (2012) Sections 15.2 and 15.3. This report is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. only the client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. 1 N�e� 13h k43- fitici t:it �� ii iii`. (' 'k 1110_11M h'Ac,:� ek Inte tc-k intc.it.h lni�a4wtt Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 2 of 13 1 Table of Contents 1 Table of Contents...................................................................................2 2 Introduction ............................................................................................3 3 Test Samples.........................................................................................3 4 Testing and Evaluation Methods............................................................4 5 Tests Results .........................................................................................5 5.1. Results and Observations.................................................................5 6 Conclusion ...............................................................................................9 Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 3 of 13 2 Introduction Intertek Testing Services NA (Intertek) Fire Testing Laboratory in Middleton, Wisconsin conducted an investigation of the external fire resistance characteristics of a photovoltaic module roof mount system supplied by Mounting System Inc. for a class 'A' application. Samples were submitted to Intertek, Middleton and received in November 2014 in good condition. The tests were conducted in accordance with the fire resistance criteria of UL 1703 (2014) 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". Testing was conducted with a Type 1 panel, for Steep slope application. The testing was conducted per the requirements of Table 31.2 in UL 1703 (2014). 3 Test Samples The test decks were constructed by Intertek personnel. 1. The test samples were submitted by the client. 2. The test materials were applied by Intertek personnel at Middleton location. The samples are described in more detail in the table below. Deck# Deck Type System 1 Spread of Flames Sheathing: 15/32"AC plywood. Class'A' Underlayment: 15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack: Mounting System Alpha+, mounitng system. Photovoltaic Module: Renesola,Type 1. 2 Spread of Flames Sheathing: 15/32"AC plywood. Class'A' Underlayment:15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack:Mounting System Alpha+,mounitng system. Photovoltaic Module:Renesola,Type 1. 3 Burning Brand Sheathing: 15/32"AC plywood. Class`A' Underlayment: 15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack: Mounting System Alpha+,mounitng system. Photovoltaic Module: Renesola,Type 1, 4 Burning Brand Sheathing: 15/32"AC plywood. Class'A' Underlayment: 15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack:Mounting System Alpha+,mounitng system. Photovoltaic Module:Renesola,Type 1. Description of Mounting Systems AI ha+ mount, ped Component Material Notes Roof Attachment Aluminum Installed wi The final connection of the rack to the roof was evalu 4 Testingd Evaluation Methc Date: December 30, 2014. an vauaon Pa e 4 of 13 d. The tests were conducted in accordance with the firelayment. Section 31.2 and UL 2703 (2012) referencing UL 79C-a+,mounitng system. Tests of Roof Coverings". la,Type 1. ayment. a+,mounitng system. la,Type 1. y Renesola. These modules were Type 1 meter not guarded. th supplied hardware. Mounting System, Inc. Project No. 101807796MID-002 ated for the Steep Slope Attachment. 5 Burning Brand Sheathing: 15/32"AC plywoo. Class'A' Underlayment:15#felt under 4'/z"IS Shingle:3 tab shingle. Ws Rack: Mounting System Alph: Photovoltaic Module:Reneso resistance criteria of UL 1703 (2014) 7 Burning Brand Sheathing: 15/32"AC plywool (2004) "Standard Test Methods for Fire Class'A' Underlayment:15#felt under) a test. Measurement Uncertainty Calibration Date NA Dail f2% of max reading 1/16/14 t0.001% over 3hr. period) 918/14 Section 31.2 and UL 2703 (2012) referencing UL 79C Tests of Roof Coverings". The following test equipment was used to conduct th+ Roofing Lab Equipment Inventor Number ASTM El08 Test Apparatus(Shop) 204 Davis Anemometer A/2-4 BB 221 Accus lit Timer 611 Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 5 of 13 5 Tests Results 5.1. Results and Observations Calibration Test Conditions Class 'A' Test Date _ 12/16/14 Air Velocityrs e f 1054 ave m Slope of Cal. Deck — 5:12 Average flame temp 1405 Ambient air temp. 68OF Calibration Test Conditions Class 'A' Test Date 12/17/14 Air Velocity _ 1052.3 avers eef m Slope of Cal. Deck 5:12 Average flame temp 1405 Ambient air tem . 81°F Calibration Test Conditions Class 'A' Test Date 12/18/14 � Air Velocity 1052 average fpm Slope of Cal. Deck 5:12 - Avers a flame temp 1398 Ambient air temp. 720F _- Calibration Test Conditions Class 'A' Test Date 12/19/14 Air Velocity_ 1054.6 average f m Slope of Cal. Deck 5:12 Avers a flame temp 1421 Ambient air temp. 770F Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 6 of 13 Spread of Flames Tests Test Observations Deck 1 Test Date 12/16/14 Slope of Test Deck 5:12 Ambient Temperature 730F Panel/Rack Set-Back 3'1° Time Distance min:sec feet-inches Observations/Comments 00:00 Burner ignited. 00:47 Surface ignition. 01:51 1' 03:56 2' 08:59 3' 10:00 Test stop. Results: Class"A". Maximum spread of flames is 31". Test Observations Deck 2 Test Date 12/16/14 Slope of Test Deck 5:12 Ambient Temperature 71 OF Panel/Rack Set-Back 3'1" Time Distance min:sec feet-inches Observations/Comments 00:00 Burner ignited. 00:51 Surface ignition. 01:42 1' 03:25 2' 10:00 Test stop. Results: Class"A". Maximum spread of flames 2'10". Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 7 of 13 Burning Brand Tests Test Observations Deck: 3 Test Date 12/16/14 Ambient Air Temperature— 750F Brand Type _Class A,4.51 Ibs Slope of Test Deck 5:12 w Time Brand# (min:sec) Observations Brand placed on deck 9 00:00 Brand placed on top of panel. -" -� 00:51 Panel bowing upward. T _ 01:41 Backsheet blistering. 02:38 Backsheet ignition. - - ----- --- 03:21 Surface ignition of shingles, �06:17 Glass shatters, brand falls to deck. 06:18 Smoke from horizontal joint, underside. 06:57 Discoloration from horizontal joint, underside. 19:09 Flame out, topside. - 28:12 Glow out, brand fully consumed. 90 00 Test Stop. Acceptance Level: Class"A": -No flaming of the underside of the deck. Test Observations Deck: 4 Test Date 1 12/16/14 Ambient Air Temperature 780F Brand Type Class A, 4.67 Ibs Slope of Test Deck 5:12 Time Brand# (min:sec) Observations Brand placed on deck __ 1 00:00 Brand placed on top of panel. 00:57 Panel bowing upward. 01:47 Backsheet blistering and venting. 02:37 Backsheet ignition. 03:29 Surface ignition of shingles. 04:01� Glass shatters, brand falls to deck. _ _ 12:40 Discoloration from horizontal joint, underside. mmM 15:32 Smoke from horizontal joint, underside. 19:18 Flame out,topside. 24:57 Glow underside on plywood. 36:10 Glow out topside, brand fully consumed. 36:12 Glow out, underside. _ 90:00 Test Stop. Acceptance Level: Class"A"-No flaming of the underside of the deck. Cm Mounting System, Inc. Date: December 30, 2014. Project No. 101807796MID-002 Page 8 of 13 Test Observations Deck: 5 Test Date 12/17/14 Ambient Air Temperature 79OF Brand Type . Class B, 1.21 Ibs Slope of Test Deck 5:12 Time Brand# (min:sec) Observations Brand placed on deck 1 00:00_ Brand placed in interstitial space. - 01:03 Surface ignition of shingles, panel bowing downward 02:49 Backsheet blistering._ - __ 03:35 Backsheet ignition. 07:39 Smoke and discoloration at horizontal joint. 07:39 Brand%consumed. 09:29M Brand%consumed. - -- �_ 12:14 Flame out,topside. 17:50 Glow out, brand fully.consumed.�_ _ 90:00 Test stop. -�__..-_ Acceptance Level: Pass-No flaming of the underside of the deck. Test Observations Deck: 7 Test Date 12/17/14 Ambient Air Temperature 77°F Brand Type Class B, 1.21 Ibs .................._........................,..... --... .------—Slope of Test Deck 5:12 Time Brand# (min:sec) Observations Brand placed on deck 1 00:00 Brand placed in interstitial space. 00:52 Surface ignition of shingles, panel bowing downward. 02:16 _ Backsheet blistering. _ 04:18 Backsheet ignition W 06:51 Brand'/consumed. -TT�T--- - 07:13 Smoke and discoloration underside at horizontal joint. 07:56 North rail sagging 09:26 Brand'/consumed. _ 12:50 Flame out, topside. _ 19:27 Glow out, brand fully consumed. _ 40:30 Glow underside, 2x4............................................-............--------..- 47:36 Glow out, underside. 90:00 Test Stop. Acceptance Level: Pass--No flaming of the underside of the deck. Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 9 of 13 6 Conclusion The results of the Class `A' System Fire 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 1 photovoltaic panels. Testing was conducted per UL 1703 (2014) 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, Spread of Flame Class A Type 1 panel, Steep Slope 2 Mounting System Alpha+ System, Spread of Flame Class A Type 1 panel, Steep Slope 3 Mounting System Alpha+ System, Burning Brand Class A Type 1 panel, Steep Slope 4 Mounting System Alpha+ System, Burning Brand Class A Type 1 panel, Steep Slope 5 Mounting System Alpha+ System, Burning Brand Pass Type 1 panel, Steep Slope 7 Mounting System Alpha+ System,with Spread of Flame Pass Eco Fast Skirt, Type 1 panel, Steep Slope The Mounting System Inc. Alpha+ mounting system with Type 1 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"for 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: Chad Naggs Technician 11,Fire Resistance Intertek, Building Products Reviewed by; `. Gregory Allen y Engineering Team Leader, Openings Intertek, Building Products Mounting System, Inc. Date: December 30, 201.4 Project No. 1e879MID00 Page 10g13 Photographs Test#1� . . \� Test#2 ° �g - ƒ�� / e\m« ./ � /� Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 11 of 13 Test#3 yb r . Test #5 Ai 3 Mounting System, Inc. Date: December 3$ 2 14 Project No. 1018 7 MID 00 Page 12 of 13 Testa , »« v v §» Tes# �� , Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 13 of 13 REVISION SUMMARY DATE SUMMARY December 30, 2014 Initial report 5TRU(TURALC.NGINCERS April 15, 2014 Mounting System 820 Riverside Pkwy Sacramento, California 95606 TEL: (855)731-9996 FAX: (916)287-2269 Attn.:Mounting System -Engineering Department, Re: Engineering Certification for the Mounting System 13/52 Rail Span Chart PZSE, Inc.-Structural Engineers has reviewed Mounting System's 13/52 rail span charts. All information, data and analysis contained within the Mounting System 13/52 rail span charts are based on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-10 2. 201.2 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels,November 1, 2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting System 13/52 rail span charts are in compliance with the above Codes. Il'you have any questions on the above, do not hesitate to call. QREss/oti 4�NNET1, 2 cC Fy. Sincerely, y �' y:a Fp y u m No.33679 Yc 3-31-15 it spgTSTRUCTUF��'�e>� Paul /.acher, SE-President F'OF awl 8137 Sunset Avenue,Suite 120 • Fair Oaks,(A 95628 + 916.961.3960 • 916,961,3965 f + WWWAISLCON 13/52 Rail Zone 1 Span Chart Wind Ground Snow Load Exposure Seed 0 sf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 sf P P P p p p P P P P p 100 10.0 8.5 1.0 ': 6.0 5.5' . S:0 45 : 4.0 ' i`4.0.. 105 30.0 8.5 7.0 6.0 'S.5 :. 5.0. 4.5 40 4.0. ;�. 39 110 10.0 8.5 : 7A,: 6.0:. 5.5.:. :5:0. " 4.5 4.0 A0 3.5 120 10.0 8,5 ':` 7.0 6A 5 5.: 5.0 9.5 4.0 4:0 Category 130 9.5 8.5 :7.0 6.0, 5.5''; 5 0 4 5 4.0.` 4.0 3.5.. ;: t3 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 4.0 160 7.5 7.5 6.5 6.0 55:; E <4.5 . 4.0 4.0 3.5r 170 7.0 7.0; 6.5 6.0 5.5.. 5:0 .4.5, 4.0 4A 3.5 180 7.0 7.0 6.5.:::. 1 6.0 5.5 5.0 4.5 . . .. `A.0",'.: 4.0 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 1D0 10.0 $.5 7D fi 0 ... 5.5 5a... 4 5 55. 45... 40. 35 " 105, 10A <' 8.5 7`_0"` 6"0 4.0" 5 0 110 " " 9.5.. 8:5 ` 7e6" `6 0. S 5. 50 12Q 9.D . 8:5"';Category 130 " 8.0" " $.0" 7.0 . ". 6.0 . 5.5. 50... ..:A 5.. .. 40 C 140 "" 7.5, " 7,5 ;." ..7<0 150 " 7:0 .7.0 65... :b.5 -,. 65 : 170 6 q fi:fl"i 6;0" 5 5 5 Q.. 50. 4 5. 4,0. : 4 0, , 3,57. 180, 6:0 '- 60. 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 10.0 :: 8.5 7:0 6A 4.0 .: "A_0 3,5 105 . 95 8S ' 7:0 6.0 5.5. 50 4.5 40 4R 3.5. 110 9 0 8.5.:. 7:0 6.fl 5.5. 5'6 4.5 A.0 4;0. <3.5. 120. 8.5 ' .8:0<: 7.0 6.0 5.5..'' S0 4.5 4D 4.0 3S Category I30: 7.5 7.5, " 7 0 6.0" ' S.5 f 5 0 4 5 4.6 ` 4 Q 3 5 D. 140 7.0 7,0 6:5 .6.0..:: 5.5.>` 5 0 A 5. .: 4 0. 'a,0 3.3 150 6.5 6.5 6i5 6 Q 5,5 50 4.5 4 0 4<0 3 5 160 b.0 6.Q d 6.0 5.5 5.O i 45 415 4.0 '; 4A; 170 5.5 5.54.0 40; 3 5 180 5.5 4 0 4.. 3 5' 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 Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50lbs h. Height of solar panel is between 2"and 10"to roof 13/52 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Seed 0 sf 10 sf 20 psf 30 psf 40 psf 50 sf 60 sf 70 sf 80 psf 90 sf P p p P p P p p p P p :... 100 95....A 8.5 7.0.) 6:0" 5.5 5.0 4i5 4.0 4,0 3.5. ;. 77F7 7.0 60 5.5 5.0 ` 4 5 4.0 4.0 3:S : 110 &.5 8.0 7.0 6.0 5.5 ... ; 5,0 4.5` 4.0 4.0 1�0... 7,5 7.5 7.0` 6>0 55 50 ii 45 40 . ;. 40: 6.5` 6.0 5 5 5 0 4i5: 410 4.0: 3.5 B 144: 6 5 6;5 6.5 5;5 5 0 5.0 4`5 4 0 4.0. 3:5'' 150` 60 .. EO 6.0 5:5 50 4.5 45: 4.0 4.0.' 3.5 160 55. . . " "` 5.5 5.5 55 5.0 45. 45 . . 4.0 `:::4.0`.' 3:5 170" 5.0 .; 5.0" 5.0s :..: S0 . . . ..`150 ;: 4.5..s: 415 40 ;?. 4.0 3.5:`. 180 510 5.050>f, 5!0 5.0 4.5 ': 4.5'; 40 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? &0 $0 . ...5<0..7 .. 4,5`:. .. W 4.0 T ..77 3.5. 50 7577 7,.5., .. 6,5,:;: MUM 5,6 . 5>0... 4 S'. .... ...4 0. ... T2Q,;.77 77TT7 .6..;: 77W7 Category.: 4.6. . 4 0 .4.0.. s... 3 5:r s; 77537 :. .45 .. .740.. . 16g,' " . �.0 . .. ..:: 5 6.Q. ._ 77Q." 4"6".. 777777 774377 .. .4,5=f .. "4.0".". . .4 0 _ . 3 5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 7.5 " 7.5 6.5.:; 60 S5. S0" 4.5 4:0" 4.0 3.5; 105: 7 0." : " 7,0 . 6,5 60 15,5 5 0 4.5! }"0: .' 4 0" `: 3,5%` 6-0 .. 777377 4 0::, 4.0 3 5 120_ 5S 50. 45...: 4:5 '40 4.0 -' 3.5 Category 13"0 D 50 S0 50. .. 45 4:5; ." . :;4A .. 40 . 3.5;I 150, : 5'0 50. 5Q 45..> 4.5` 4.0" 40 3.5': 4.5." " 4.5i 4,,0 '4.0,: 3:5 IFS 4,5. 4':0" . 4 0. ,': 4 0" 4 0 4 0 .. 4 0 .;:` 40:" 4:0" 4,Q 180 4 0.:. 4 0. 4 0 4 0. 4.0 4 0 4..Q. A.0 4 0 3.5 r; 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 50 Ibs h. Height of solar panel is between 2"and 10"to roof 13/52 Rail Zone 3 Span Chart Wind Ground Snow Load Exposure Seed 0 sf 10 psf 20 psf 30 psf 40 sf 50 psf 60 psf 70 psf 80 psf 90 sf p P p P P P p p A p P 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 1 5.5 5.5 5.0 4.5 4.5:' 4.0 4:0 3.S B 140 5.0 5.0 5.0 5.0 5.0 4.5 4.5' 4.0 ' 4 O.' .3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4:0::; 3:S 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5. 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ;`•.Q;O 3.5 180 4.0 4.0 4.0 4.0 1 4.0 4.0 4.0 4.0 40 3.5 Wind Ground Snow Load Exposure Speed 0 sf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 :'.;,6,5.`;';: 6.5 65 5 5 5.D 105 6 0 6.0 6:0 5.5 5.0 :4.5.. 110 5.5 5.5 5':5 . ': 5 5".. i 5.0.. 45 4 S. 77757 " 4 0 3 5 120 50 5.0 5'0 50. .:: " 5.0. ' 45." 45. 40 ..' Category: 130 S 0 :`5.0 50 4 C 140' 4 5* ` ..4.5 4;5 4 5 .,.:. 4 5. '.. 4S !#5 150 40.. 1 " 4.0 40 4D 4;0:,` 4 0 . 4 0" .. ". .4.0 4'.0; 3 5 160 4.0 : 4.0 40, 4 0 4 0 4',"0 4 0 4 0." 4;0: . 3 S 3.S" 3 5... 3. 35< 170 3 5.:,.::,3.5 3:5 3;b 3.5. 5 180 3:5 3.5', . 315 3 5 3 5.;:;. 3 S' Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 6.0 6.0 : 6:0 5.5. 5.0 4.5 4 5 . 4 0 4' 3.5 105 5.5 5:5 5:5 5 5 5'0 4 5 4 5 4 0 40 3.5 110 5:0 5:0 5.0 .. 5,0 5.0 ' 4`5 4.5::.::"., 40. .. 4.0 . 35 120 5.0 5.p,. . . • 5.0 5:0 5.0 4r.5 4 5 4 0 .i' 4i0: Category 130 4.5 4.5 4.5 4.5 14'S 4.5 .. 4 5., 4 0 4 0, 3.5 D 140 4.0 4.0 4.0 40. 40 4Q. ,. 40 ` 4:0 .:'` 4:.0 =3.5 150 4,0 4.0 4:0 4.0 4.0;'. 4 0 . :4.0 160 ' 3.5 3:5` 3.5 $r5:: 3 5:``: 35 3.5. 3.5 .'> 35 170 3.5 3.5 3:5 3:5: 3.5 35 3.5 . ::,.:3.5:.. 35: . 3.5 380 3.0 3.0... ;`.3:0 3:0. 3:0 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 Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50lbs h. Height of solar panel is between 2"and 10"to roof "ro o � p N 01 \ M O � U) N M p °G 00Ln N M '-I O K 00 N M Ln m M ra o O N M ` m r-I O � N N Lf1 m "ro o O O N N Ln u m N O LL - -O "ro O O � 'n L w M Q Q) O � Lr) N 3 n, o r, d m N N n Ln14 \ \ m c-I O LY N e-I Ln M ti "m o � p ry N U') \ M a-I fu Ln O N M r-I ro w 00 N Lf) a rn \ n ct o rn .i v w 00 v o o co D o ao m o o v ry N LD M Ln mLn N 0) M .--� V O Sp v-1 wi f" N Q) 00 I, lD LD Lo Ln Ln 00V V O - O N OLn LL n4 a M M O Ln O Lq Ln q Ln O Ln O - O Ln p N p Ln Q In o Lfl O Ln o In p Lq p Un C fn ni a cl' Ln Ln lD LD t, n 00 00 0) 0) CO Ln m m rn t Ln N t0 LD f, ri W m M m 00 m CL 10 m - mounting Alpha* Engineering and Technical Data systerrl a Alpha'* Rail Composition Data Base material Aluminum Alloy—temper 6005-T5 Alloy composition En-AW-AISiM Designation EN AW-6005-T5 Density 0.0975 Ibm/in3 (2.70 gm/cm3) x10 /°C r Coeff of thermal expansion qT 13x10" /°F (2.35 Modulus of elasticity 1.0,100 ksi (69,600 MN/m2 Shear modulus G 39.2 ksi 2,703 kN/cm � w"' j5 Ultimate tensile strength f k 38.0 ksi 2,620 kN/cm2 Tensile yield strength f 35.0 ksi 2,413 kN/cm2 MOW* Rail Section Properties (English) RadiusRadius Moment Moment Section Section Rail Area (A) Weight . . Modulus Type (I.) Oy) (S.) (SY) Gyration GyratiorL; 10/48 0.557 in2 0.67 Ibm/ft 0,246 in 0.154 in 0.241 in 0.210 in 0.661 in 0.530 in 13/52 0.594 in2 0.70 Ibm/ft 1 0.311 in 0.169 in4 1 0.291 in4 0.229 in 0.723 in 0.532 in AI ha+ Rail Section Properties (Metric) RadiusRadius ModulusMoment Moment Section Section Rail Area (A) Weight of Inertia of Inertia . . Type Gyration Gyratiort__�' 10/48 3.595 cm2 972 g/m 1 10.22 cm 6.42 cm 3.95 cm 3.44 cm 1.679 cm 1.345 cm 13/52 3,835 cm2 1,037 g/m L 12.93 cm4 7.02 CM4 4.77 cm 3.76 cm 1.839 cm 1.35 cm Clickstone Stainless Steel Connectors N Co Splice Property M a L Designation 18-8/304(A2-70) Chemical composition X5CrNi1810 Density 0.285 Ib,n M3(7.9 g/cm3) Coefficient of thermal 9.6x10-6/°F(1.6x10-5/°C) 2.05 in expansion aT (52 mm) Modulus of elasticity 28,000 ksi(193,053 MN/m2) Shear modulus G 12,500 ksi (86,184 MN/m2) 1.89 in Ultimate tensile strength 73,.2 ksi (504,696 MN/m2) (48 mm) Tensile yield strength 31.2 ksi (215,116 MN/m2) M8 T-bolt 1.47 in J10/48 "< �-- (37.3 mm) .. 13/52 "` Serrated nut M6 Allen socket head bolt Alpha+ Rail Section 1 ontin Alpha' Engineering and Technical Data cyst e rns Clickstone Composition Data Base material Aluminum Alto — tem er 6063-T66 _ Alloy composition En-AW-AIM S10.7 Designation EN AW-6063 T66 Density _ 0.0975 lbn,/in3 (2.70 gm/cm3 ;I:...... . .. :+:. Coeff of thermal expansion aT 13x10 I T (2.35x10-''OC) Modulus of elasticity 10,100 ksi 69,637 MN/m? I l Shear modulus (G) 39.2 ksi 270.3 Ultimate tensile strength (f K)_ 30.0 ksi 206.8 MN/m2 Tensile yfield strength f, k 25 ksi 172.4 MN/m? Clickstone Section Properties (English) MomentMomentSectionSection of of GyrationArea (A) Weight of Inertia of Inertia Modulus Modulus Gyration 0.357 in2 0.42 Ibm/ft I 0.058 in4 0.019 in' 1 0.079 in' 0.057 in3 0.661 in 0.530 in Clickstone Section Properties (Metric) Radius . • Radius Moment •ment Section Section of of Area iWeightofInertiaofInertiaModulus Modulus Gyration • 2.305 cmz 622 g./m 2.395 cm4 0.791 cm471,294 cm3 0.931 cm3 1.019 cm 0.586 cm Clickstone Pullout Load Data Maximum Average ASD Safety Allowable DesignLRFD Ultimate Load Ultimate Load Factor (Q) Load Resistance Load Factor (0) 1,443 Ibf 1,424 lb 712 Ib, 1,068 Ibf 6.42 kN 6.22 kN 2'0 3.17 kN 0.75 �4.75 kN Pullout force T Clickstone �C. Rail Clickstone Pullout test Alpha" Clamp 2 Alpha"' Engineering and Technical Data Mounting p g g ��ys�c:alns Alpha+ Splice Composition Data Base material Aluminum Alloy-temper 6063-T66 Alloy composition En-AW-AIM SiO.7 Designation EN AW-6063 T66 Density 0.0975 Ib,,/in3 (2.70 gm/cm3) Coeff of thermal expansion (aT) 13x10 /°F (2.35x10 /°C) Modulus of elasticity (q 10,100 ksi 69,637 MN/m 2 Y , Shear modulus G 39.2 ksi 270.3 MN/m2 Ultimate tensile strength f„ 30.0 ksi 206.8 MN/m2 - Tensile yield strength f k 25 ksi 172.4 MN/m2 AI ha+ Splice Section Properties (English) Moment •ment Section Section Rail Area (A) Weight of Inertia of Inertia Modulus Modulus of of • Gyration 10/48 f 0.557 inz 1 0.67 Ibn,/ft 0.242 in 0.152 in 0.231 in 0.200 in 0.606 in 0.480 in 13/52 0.594 in2 0.80 Ibm/#t 0.297 in 0.162 in 0.259 in3 1 0.215 in 0.657 in 0.488 in AI ha+ Si3lice Section Properties (Metric) SectionMoment Moment Rail Area (A) Weight of . . Modulus Type 0.) (1y) (S.) (SY) Gyration Gyration 10/48 1 4.236 cm2 1,144 g/m 1 5.07 cm 6.33 cm 3.79 cm'J 3.28 cm 1.54 cm 1.22 cm 13/52 4.432 cm2 1,197 g/m 12.37crn4 6.76 CM4 4.25 cm 3.52 cm 1.67 cm 1.24 cm Notes - 1. Specifications are subject to change -.''------,-- - --- 2.05 in without notice. (52 mm) 1.89 in 2. All major components described (48 mm) herein are available in black anodized finish. Such finish has negligible effect on structural engineering properties. 10/48 13/52 3. Mounting Systems, Inc. shall not be liable for nor assume any responsibility for the adequacy of any underlying structure on which Alpha+components 1,22 in or the Alpha'system is installed. 4. The Mounting Systems Quick 1.45 in 10/48 Confi orator MSQC should be used to verity planned installations. The MSQC is available at www.mounting- Alplha+ Splice Section s stev ms.com 3 Alpha' Engineering mounting and Technical Data systems Typical Rail Span Capability' ,. 1--foot" nr unan} �1�sign Wln�1Peed fgnAhf LSnpltlf'E oa# Rall Slze I Rail Size Rail Size Rail Size Rail Size Rail Size Rail Size Rail Size sf "" 10148 13/52 10/48 13/52 10148 13/52 10148 13152 10/48 13/52 10148 13152 10/48 13/52 10/48 13/52 .0. 6 1 6 1 4 6 4 6 4 4 4 4 4 4 4 4 2 4 ,f0 4 6 4 6 4 6 4 4 4 4 4 4 4 4 2 4 20 _:';>3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 4 30' - 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 4 40 _i 4 4 4 4 4 4 4 4 4 4 4 4 2 4 2 4 50..-? 4 4 4 4 4 4 4 4 4 4 2 4 2 4 2 4 1.Reii spans assume 24"rafter Spacing and are shown to the fan hest acceptable rafter;Parameters: able roof 5 I6 high,slope 526-,850'AMSL,Occupancy Category!I im oriance factor=f A,Terrain cat" o R,Partial[ ex osed,center zone installation."NS-Not Suitable" 2.Calculations assume stand alone L-fool or 1--foot mounted to Quick Mount PV OMSC mountiflashing or equivalentAlpha+Rail Spans(tit)' nountinr; "Universal"Barrel/Curved/Flat Tile Roof Hooks N SToWt pad- Rail Size Rail Size Rall Size Rail Size Rail Size Rail Size Ralf Size 10/48 13/52 10148 13/52 10148 13152 10148 13152 10/48 13/52 10/48 13/52 10/48 13152 4 6 4 6 4 4 4 4 4 4 2 2 2 2 4 6 4 6 4 4 4 4 4 4 2 2 2 2 '..;20;;_:C 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 40 ' '-` 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 5Q 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. at spans assumo 24'rafter spacing and are shown to the arthost acceptable raller;Parameters: a e reo s 15' tg ,slopo 525°,850'AMSL,Occupancy Category I im erianco[actor-1.0 Terrain tale o S Parliafl ox osetl center one installation.'NS=Net Suitable' - 2_Tile rout hooks secured with Iwo 5/16'x 3%"lag screws. � a ♦ Spans 0 utlinf FIa1/Plaln Tile Roof Hooks -';Snow,LOaldt, Rail Size I Ratl Slze I Rail Size Rail Size Rail Size Rail Size Rail Size Rai!Size sf 10148 13/52 10/48 13152 10/48 13152 10/48 13/52 10/48 13/52 10/48 13/52 10148 13152 10/48 13/52 0, .'' 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS Ns t0 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 20` -1 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 40.: i' 4 4 2 2 2 2 2 2 2 2 NS NS NS NS NS NS 2 2 2 2 2 =r 2 2 2 2 F NS NS NS NS NS NS 1.Rail spans assume 24"raller spacing and are shown to the larthesl acceptable rafter;Parameters:Gable roof s 16 high,slope s25',850'AMSL,Occupancy category II m ortance factor=i.0,7orrain wle o B,Partial[ ex osed,cantor Zeno installation,"NS-Not Suitable' 2.Tile roof hooks secured with two 5/16"x 31/2"lag screws. r,l;r, Slate Roof Hooks ,,,, TAgstgrF W1nd Speed(mpfr Rail Size Rail Slze Rail Size Rail Size Rail Size Rail Size Rail Size Rail Size ""(Pso 10148 13/52 10/48 1315 10/48 13152 10/48 13 552 10/48 13/52 EMP 52 10/4 1 1526 6 4 6 2 2 2 22 2 z z4 6 4 4 2 2 2 222 z z4 4 4 4 2 2 2 2 2 z z2 2 2 2 2 2 2 2 z 22 2 2 2 2 2Ns Ns: 2 2 2 2 2 2 2 2 2 2 NS NS I.Rail spans assume 24"raller spacing and aro shown to the farthest acceptable rafter;Parameters:Gable roof s 15'high,slope s25',850'AMSL,occupancy Category II im rtanee[actorTerrain tale o 8,Parliafl e� osed center zone installation."NS-Not Suitable" 1. Rail spans shown are tyical for the conditions and parameters listed. Please consult the Mounting Systems Quick Configurator for specific array planning,layout,static verification and calculations. 4 E Z ,r Y-C '' � +� �.s... 1- i::.• . i _ Powered by YINGLI ELECTRICAL PERFORMANCE GENERAL CHARACTERISTICS Modufatypa YLZSOP•296 YL245P.29b YL24OP-29b YL23SP•29h YL23OP-29b 04na1,slona(LMd111)- - 54.96in(1&%;tVn)/3a90in1990rnrri Power output P,- VV 2SO 245 240 235 230 141 in(46m q Power output tolerances hp-. W .01+5 Welyht 41.21ha(20•5 kgl Maduta aff1danry r)., % 15.3 15.0 14.7 14A 14.1 Voltage at Pm.. VKAP V 30.4 30,2 29.5 29.5 29.5 Current at P- IMr. A 5.24 e.tl 8.14 7.97 7.00 PACKAGING SPECIFICATIONS _............__.._._.-_.-.. ----....._-._-...................... .... Open-Ore-it voltage V. V 30.4 37.0 37.5 37.0 37.0 Numbs►af modulasper fmiat 22 shart-elreult current fu A 8.79 0.63 8.65 8.54 8.40 Number of pellets par 53'a.Main., 36 STC:100(W/m''aradiance,2S°C toll ta,nparamro,AW Sg specimm accordmy to EN 61NI)4-3 Averean 41atai.46tciencyreducdono150%at 200W/mr accard'mg 9.EN 64904•1 Packaging box dinens(omJL/WIN 67 In 11700 ram)145 In(1150 MI)1 47 in it 190 me.) a, o Box weight 1076lim(408 kgl Power output P- W 1811.1 117.9 1741 170.7 167.a Valtaga at Pm..• Vmac V 27.6 27.2 26.6 26.6 26.6 Units::inch(ri Current at P- 1m A 6.56 6.54 6,56 6,42 6.29 _ ;t8 90. Open•clrcult voltage V- V 35.4 34.5 34.2 33.6 33.9 368519J61 181r461 Short-cfrcult current h° A 7.12 6.09 7.01 6.92 6.61 NfX1T:np rruN rnndvle opamiirai icmp ral -al I m/ewinci speed THERMAL CHARACTERISTICS J Nominal operating call tamparmure NOCT •C 46+1.2 Temperature coefficient of Pax. 9 W% 445 Temperature coaff1dan9 of V pax W'C 433 � i gg Temperatura coatflclent of N. an. %/'C 0.06 0rmnai hokat).m I PI d� ( nl 6•aU?36�6) I Temperature eaafflcient of Vnaa paws %J*C .0.45 P OPERATING CONDITIONS Alex.s rtam volt. Maumwg hoka y ge 61NIYrsc 4.02fWsa 11S(6680) i it r Marc.series fuse rating 15A I f 4.unnfny revers"wrrunt 1SA '�I)rana0o holes f e.ot2.o:itslsxa) Opnroting iemperatura range .40 to 194'P(•40 to 90°C) 444E 11sA ! ry ,'1 Lr t.. Meet,static load,front(e.g.,show end wind) 50 tnf(2.400 Pal 394(1001 Max.awl.load,back(e•g•,wind) 50psf(2400Pal +U4sr12)•„ ".•�`�� Hailstone impact 1 in 125 mm)at 51 mph(23 Ads) It � tt CONSTRUCTION MATERIALS t Front covor(maturlel/type/thickness) Law-iron glass/tompunsd/3.2 mm SECTION C--C tile,"may hove-6-flea)..coating t � C411(quenley/materlelltypefdlmendons/ 60/pnlysilicon/nroltinystallirse/ tVV ~rA- amo/a of buabersl 156 mm x 1 S6 nun 1243 3 crnr/2 w 3 c`�``•• ---__•W�W rc Encapsulent(material) Lthylcnovinyl acotato(EVA} 1)u t3S) Frame SmeteriaUcolur) Aoodaad alumlmrm ellny/Mark Q Warning:Read the Installation and User Manual in its entirety Junction box 1pmta3)on degree) AIP65 before handling,Installing,and operating Yfngli modules Cable ItypaAangth/gauge/outalda rihmater) PV Wka/43 at in 0100 rural 112 AWG/0.244 in(6,2 mntl Plug connector Arnphar,o111141(P6e Our Partners ! (manufactwerltype/protection degree} i f The specifications In this datasheet are not guaranteed and are subjeLt to change without Prior eolith This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc, i infoC�yingliamericas.com � Tel: +1 (888)686-8820 YIN YINGLISOLAR.COM/US NYSE:YGI_ i V Yng)i Green Energy Holding Co.Lid YG&ZbOCeIlSerias2(112_F.N 2312os vtlt U S.Soccer Powerod by Yingii Solar mounting syst rns 'rzt l ia. nrslm� 1 :`_ Alpha >= 5 The Alpha system is a robust mounting system designed for exceptionally fast, easy installation of PV modules on pitched roofs. Patented puickstone technology, extensive component pre-assembly and unique assembly features simplify planning,speed installation and enhance system safety and reliability. Unlimited flexibility With the Alpha,both framed and unframed photovoltaic modules can be easily mounted on various types of pitched roofs.' Significant savings Alpha has been specifically designed to minimize installation times. A high degree of pre assembly,intelligent design of the connections and the use of a single tool on the roof all result in a sizeable reduction in installation time and cost, Precision accuracy without cutting The use of telescoping rails rail ends allows precision rail lengths with no cutting or sawing of metal -in the shop or on the roof. Vertical adjustabitity The ability to vertically adjust the base rails allows a level PV array to be established,in spite of height variations in the roof surface. Structural reliability Using Mounting Systems`configuration software,the Bill of Materials(80M)for any specific configuration can be calculated in minutes along with a PE-stamped, project-specific structural analysis and verification to the appropriate building codes and national standards. Maximum service life All components are made of extruded aluminium and stainless steel. This guarantees both full recyclability and maximum service life due to high resistance to corrosion. 1 Alpha is cohspatible with nearly every type ut rout,for Astaire,IofmncHton,please WhWk M dosing the planning phase Application Pitched roof Roof types Suitable for most types of roof cladding Roof slope Up to 60e r Building height Up to 66 ft•20 m r PYmodulas framed,urjiramed fi. Module orientation landscape,portrait Spike technology k: Size of module array not limited 2 :rn Jlsipht allosvanctr Up to 1.5 in• 30 mm y Ratl spen Up to 6.5 ft•2 m •t.<�: Standards International Building Cade iBC 2009 sc. r' ? California Building Code CBC 2010 Sa ASCE/St7 7-10 V.. x Aluminum Design Manual 2010 y�rs; ANSUAtSC 360-05 r=r Act 318-os Supporting profiles Extruded Aluminum(EN AW 6063 766) Telescoping end piece Nooks,small parts Stainless steel VA) to for Natural(silver) a Base rail Warranty 10 years b Telescoping end-piece c Module end clamp d Roof hook e Splice 1 Different maxi mum values may apply,and are depegdenton site,building,choice Of roof attachments and modules,Using the Alpha calculation tool the correct values for each project calculated quicldy and easily. For further information:www mounting•systems.us 2 true to thermal expansion of the material,Mounting Systems recommends a slight gap In the array Subject to change without notice every 12 in(39.4 ft.) 3012 0 Mounting Systems,Inc YL250P-29bYG, E - Z 60 . YI-245P-29bCELL SERIES o YL240P-29b YIINkl � ��_:� ' YL235P-29b . YL230 P-29b U.S.Soccer Powered by Yingli Solar • VQID Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. s. 0 Lower balance-of-system costs with Zep � � Compatible"`frame. 0 Reduce on-roof labor costs by more than 25%. „u Loverage the built in grounding system if Its mounted,it's grounded. D Lower your parts count—eliminate rails,screws, mounting clips,and grounding hardware. rt Design and permit projects easily with access to layout calculator and stamped drawings. MEN •• . e; f Lower installation costs with savings across equipment and labor. 3 Minimize roof penetrations while maintaining ` the system's structural integrity. P Invest in an attractive solar array that includes a black frame,low mounting profile,and r aesthetic array skirt. f Increase energy output with flexible mQdde layouts(portrait or landscape). k"Trust in the reliability and theft-resistance of the Zep Compatible"system. Leading limited power warranty ensures 91.2`Ye of rated power for 10 years,and 80.71/. �::h,,,,,::,: w u.�.,:,.:• � of rated power for 25 years. AC.SOLUTION OPTION The YGE••Z Series is now available as 10•year limited product warranty, an Enphase Energized'AC Solution. This solution delivers optimum performance and integrated intelligence. In compliance with our wareanty terms and coridhions The Enphase M215-Z Zap 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. UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008, 150 14001:2.704,BS CrH..W 18001:2007,SA8000 4 �.. .�. Cgs t Intelligent real-time LISIEO w .•, NMI' monrtaring at the system 4A00 µ and module level with F-nlighten. YINGLI;OLAR.COM/U5 Yingh Ar1leric.a!3 Enphase®Microinverters EnphaseoM215 t ,Y .. .. .. ..................... f j I Fa .s 1 x a 3 , , Y t 1, xxl J Y f . tY The Enphaiseo MI215 Nlicrainverter with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the advanced M215, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M215 integrates seamlessly with the Engage` Cable, the Envoy® Communications Gateway'"', and Enlighten', Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Maximizes energy production -No GEC needed for microinverter - More than 1 million hours 911esfikV - Minimizes impact of shading, -No DC design or string calculation and millions of units.vfpodd dust, and debris required - industry-lea�tjncP,,r;�Allranty,up.401 - No single point of system failure - Easy installation with Engage years "its== Cable ' e� enphase- �■ UJ C. US Enphaspll M215 Micrornverter//DATA INPUT DATA (DC) M215-60-2LL-S22-fG, M215~60-2LL-S25-IG Recommended input power(STC) 190-270 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA(AG) y �q» @208 VAC @240 VAC� � Peak output power 225 W 225 W Rated(continuous)output power 215 W 215 W Nominal output current 1.03 A(A rms at nominal duration) 0.9 A(A rms3t nominal,�Wration) Nominal voltage/range 208 V/183-229 V 20VV/211-284 V Nominal.frequency/range 60.04 57-61 1-1r_ Extended frequency range" 57-62.5 Hz 5,7rv?,5 Hz Pokwer factor Maximum units per 20 A branch circuit 25(three phase) 17(single ph'a."e , Maxtrrtur'p output fault current 85Q"mA rms for 6 cycles 850 , rms f or,,6,q.yc EFFICIENCY ' CEC weighted efficiency,240 VAC 96.5% �•� ••.� ......__.,....,..�..5_�.g,r._.._..-�"' '} " . > CEC weighted efficiency,208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW Max _MECHANICAL DATA Ambient temperature range�._.._._....._ ...._.-... ._ _-40°C to+65°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 1.6 kg(3.4 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 Connector type M215-60-2LL-S22-IG:MC4 M215-60-2LL-825-IG:Amphenol H4 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line A Integrated ground The DC circuit meets the requirements for ungrou ,`M1 arrays In NEC 690.35.Equipment ground is provided.i��{4�ge Cable.No additional GEC or ground is required.Grtf f5ult protection(GFP)is integrated into the microinverter. ,, ,V`' Ae ' Monitoring Enlighten Manager and MyFgli tin mogo"�49'i� {jr� Compliance UL1741/IEEE1547,FCC Part I5 Class JAN/ $2 NO,0-M91, 0.4-04,and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, enphas€- visit ettphase..cotm - :,, F 0 20 f 5 Fophase EneiT y All rights reserved Ail tradomaft or branctr,in this c-locurmnt aro regislarcd by their respective owner. WT-00069 Flov 1 0 M215 Nlicroinverter Specs • Output Power:215W AC • Recommended max input power:270W MPPT Range:27-39 V +gin >:+:.•: Best-in-class 96.5%CEC efficiency • Integrated Ground,eliminating the need for a copper grounding wire or WF'EB CSA Listed Per UL 174 UIFFF-:1547 'd fr Dowulr♦ad the M215 Datir tiheet. Get Adlitjon131 I�sunt_e Ennphase M25O Microinverter Using higher powered modules in a 208/240V system?Go big with the M250. It offers all the advantages of the M215, but optimized for high power solar modules of up to 300W. Backed by a 25-year warranty and one million hours of product testing,the M250 gives reliability a whole new meaning. M250 Microinverter Specs • Output Power:25OW AC • Recommended max input power:30OW } MPPT Range:27-39 V Best-in-class 96.5%CEC efficiency • Integrated Gound,eliminating the need for a copper grounding wire or W EEI3 • CSA Listed per UL 1741/IFEF.,1547 ` Download the M250 Data Sheet. s• T �� ' Go Additional Lfe-mllLls. Enphase C250 Microinverter The newest addition to our microinverter family,the C250 mects the demands of•commcrciat projects. It supports 480V three-phase systems with 72-cell modules,so it's a perfect fit for large commercial installations.(Currently offered only in North America)Warranty options of 10 or 20 years give you long- term peace of mind. C250 Microinverter Specs • Output Power:25OW AC • Recommended max input power: 350W • MPP F Range:27-48 V • Operating Range: 16-60 V • Best-in-class 96.5%CEC Efficiency • Integrated Ground,eliminating the need for a copper wire or WEEB • CSA Listed per UL 1741/IEL-11547 1>MYtllt2 d Ific flaq Data Sheet, 0 http,//enphase.com/rnicroinverters/#hn2l5 2/3 �1 1 W 4V 1 V IV I it l VI1 I V 1,iCi J'CI 10 IcIJC CI m_q 19r1 en phase Enphase Microinverters Matte the most of every roof. More energy from each module.Faster installation. Unsurpassed reliability. Enphase rnicroinverters are simply smarter. The Nficroinverter- Family Wet the fourth-generation Enphase microinverter family,Together,they represent the world's most advanced inverter technology and deliver high- performance solar solutions at any scale,from homes to schools to large commercial projects-Bringing you design flexibility,unmatched quality,easy installation,and better performance, Enphase microinverters are the smart choice. A Solution for Any Job Enphase M250 J�T -M� Enphase C250 Primary Use Resi-dential Residential/Commercial Commercial 120/240V 480Y/277V Project Voltage 1 Recommended Input Power _ u�to 270 W -w — �- Amu r to 310 W fiI up to 350 W ' _ I Max inptot DC Voltage 4$V l 48 Y Operating range 16 V-48 V I 16 V-48 V 16 Y-60 V � �ycigltted efticicnc � 96.50% CEC ..-...�_-- II._.__._ . �_ —------- i Peak output power 225 W — 250 W ' 250 W i Max. units per 2UA branch 25 @ 208/17 @240 24 @ 208/16 @ 240 48 circuit III IVlodule 60-cell n >e a 31(2l —- 60-cell mo ._ ,V........._._._.__.—_._--., �ljitSe.M 50 60-and 72-cell i1!II ° e Part nu Nl2 C250-72-2LN ' iii Enphase M215 Microinverter The M215 is the basic building block for 208/240V systems.Like all of our fourth-generation microinverters,it delivers higher energy production,greater efficiency,and more rigorous quality standards than anything else out there.Designed for modules up to 270W,the M215 also brings your customers unmatched design flexibility. htlp'Nenphase.cam/microinverters/#m215 113 • --� t QS About Enphase Energy Enphase Energy is the worid's leading microinverter systems provider,pursuing unique,high-tech innovations to continually advance the performance and intelligence of residential and commercial solar energy systems. Stay Connected Receive regular updates on Enphase news and products. first name last name email Copyright©201 S Enphase Energy.All rights reserved. http://enphase.com/microinverters/#m2l5 313 C11"y or LAB E ww LsIIJO P.,E DREAM EXTREME TM 130 South Main Street APPLICATION FOR APPLI Ff6N�0.�� BUILDING PERMIT ADPPEC N REE] VALUATION CALCULATIONS (0 BUILDIN AD 33991 Corktree Lake Elsinore 1st FLOOR SF TRACT BLOC KIPA E L T!PARCEL 2nd FLOOR SF 3rd FLOOR SF O NAME Jenna Garcia 1E6jVQ0-,rd } d W MAILIN 33991 Corktree RdPHONE 951-965-0669 GARAGE SF N ADDRESS STORAGE SF R Y Lake Elsinore STATE/ZIP CA 92532 1 hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full farce and effect. OTHER: SF O LICENSE# C-46 973756 CITY BUSINESS N AND CLASS TAX# 021474 $17 850 T NAME Vivint Solar Developer LLC VALUATION: R A MAILING C ADDRESS 27449 Colt Court FEES T CITY STATE/ZIP CA P'%li O Temecula 951-719-3795 BUILDING PERMIT $ I /� R TOR'S SIGNATURE 0-A 11E PLAN CHECK [ �,� J NAME LICENSE# PLAN REVIEW R MAILING C ADDRESS SEISMIC H TA E1ZIP PHONE f PLAN RETENTION ❑NEW OCC GRP.! CONST. ❑ADDITION DIVISION: TYPE: [:]ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: p SINGLE FAMILY ZONE: O APARTMENTS ❑I certify that I have read this application and state that the ❑CONDOMINIUMS HAZARD YES above information is correct. I agree to comply with all city LITOWNHOMES AREA? NO and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: io rpos ❑DEMOLISH PRESENT USE OF BLDG: C' JOB DESCRIPTION Solar Roof Mount, 3.57 kW DC, 14 Modules/Inverters Signature of 4plicant or Agent Date no Panel Upgrade Agent for, ® contractor ❑ owner Agents Name Jessica Jones Agents Address27499 Colt Court Temecula, CA 92590 JUL 2 7 r C� tt5 ZCo Receipt Number: R00001747 CITY OF LAKE ELSINORE Cashier Name: AZ ?> Terminal Number: 130 SOUTH MAIN STREET 1 LAKE ELSINORE, CA 92530 Receipt Date: 7/27/2015 11:35:50 AM (951)674-3124 Tran.Code: MtSC-Miscellaneous Cash Receipt Name: VIVINT SOLAR DEVELOPER $428.46 15-2004 $214.23 15-2005 $214.23 Total Amount Applied: $428.46 Payment Type: Check Payor:VIVINT SOLAR DE Reference: 152615 Amount: $428.46 Total Payment Received: $428.46 Change: $0.00 General Notes: NEW PV SOLAR SYSTEM FOR 2 ALL SUBMITTALS WILL COMPLY WITH MONOXIDE CEC,MS A AND TR 2.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE RETROFITTED v INTO THE EXISTING DWELLING. THE REQUIRED SMOKE ALARMS AND U Garcia Residence LOCATED AT CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQUIRED C PER SECTIONS R314&R315 WITHIN THE 2010 CRC. � 3.ALL CONDUITS AND EQUIPMENT SHALL BE PAINTED TO MATCH THE N `"o 33991 Cork tree R d Lake Elsinore, CA EXISTING BACKGROUND MATERIAL COLOR OF THEIR LOCATION � < 4.A LADDER WILL BE PROVIDED AND SETUP FOR THE INSPECTION. — N Q w Y 92532 ? �MYO CRY s., a Of" Lake i ITS F LAKE B&MOREI �pl v-Mi Appro '(aj B lul I L I I I I I PERMIT nt APPROVE 0 VIVI sol. ar hz��°e.K� N g,Jyi�q( N 'ray � 0 � GOVERNING CODES PV SOLAR SYSTEM .N ALL WORK SHALL COMPLY WITH THE CODES SPECIFICATIONS aQO QO N �gg.14E1116f�! BELOW r, of SYSTEM SIZE 3.57KW ° �LLI a �� /o0aonsonsybea �l �� 2013 CA RESIDENTIAL CODE > zx�`�iS) 4 S} 2013 CA MECHANICAL CODE MODULE TYPE _j _j co } ~ °�' (14) Yingli Energy YL255P-29b J J W m - � ug 2013 CA ELECTRICAL CODE AND AMOUNT Q Q < x ` (YCO",+rn° "{ � � 2Q -,0 ( Z Z Q `F.ra l.� i I€1 SI��yR SHEET �f`�;s!pSB?`�� 2013 CA GREEN CODE (L/W/H) 64.96in (1650mm)/ 38.98in NAME: 2013 CA PLUMBING CODE MD NL (990mm)/ 1 .57in (40mm) Weight Lu DI MENSIONS S 40.8lbs (18.5kg) J 2013 CA ENERGY CODE a MICRO-INVERTER SHEET TYPE AND (9) ENPHASE INVERTER(S) NUMBER: AMOUNT C� LEGEND 1.ALL SUBMITTALS WILL COMPLY WITH 2O13 CEC,CBG,AND CFC. a PV SYSTEM SIZE: 2.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE UTILITY METER RETROFITTED INTO THE EXISTING DWELLING. THE REQUIRED SMOKE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE 3.57 kW DC LOCATED AS REQUIRED PER SECTIONS R314&R315 WITHIN THE v Fc__6 2010 CRC. cc COMBINER PANEL PV MODULE WEIGHT: 42.11 LBS 3.PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE PV MODULE LENGTH: 5'-5 1/2" DISCONNECTING MEANS OF THE OTHER SOURCE(S)AT ANY A/C DISCONNECT PV MODULE WIDTH: T-3 5/8" MCI DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL MEET THE p AC PV MODULE DEPTH: 0'-2.16" FOLLOWING[NEC 690.64(B)] � M w -EACH SOURCE CONNECTION SHALL BE MADE AT A DEDICATED A/C JUNCTION BOX CIRCUIT BREAKER OR FUSIBLE DISCONNECTING MEANS.[NEC o N in 690.64(B)(1)] rLC -THE SUM OF THE AMPERE RATING OF THE OVERCURRENT B v LOAD CENTER(IF APPLICABLE) Z DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR Y i CONDUCTOR SHALL NOT EXCEED 120%OF THE RATING OF Lj 0 5 BUSBAR OR CONDUCTOR.[NEC 690.64(B)(2)]-THE INTERCONNECTIN POINT SHALL BE ON THE LINE SIDE OF -'w UN Q �_ rn JUNCTION BOX ATTACHED TO 14)Yingli Energy YL255P-29b MODULES WITH ALL GROUND-FAULT PROTECTION EQUIPMENT.[NEC 690.64(B)(3)] U M Y ARRAY USING MSI HARDWARE TO 14 En phase M215-60 2LL-S2x. co -EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS tz KEEP JUNCTION BOX OFF ROOF (ONE ON THE BACK OF EACH MODULE) SUPPLYING POWER TO A BUSBAR OR CONDUCTOR SHALL BE rrnn J N ROOF ACCESS POINT MARKED TO INDICATE THE PRESENCE OF ALL SOURCES.[NEC V 690.64(B)(4)] -CIRCUIT BREAKER,IF BACKFED,SHALL BE SUITABLE FOR SUCH LO OPERATION.[NEC 690.64(B)(5)] au ! o I 1 I f f r •U) L W I 1 m I f N ' f � I AC 1 ``�£q4k€iPPPfiEIf� � � co ry r_� (� 'v> '✓•n"P. bqr, off. 4 �p N fD m i _ - �s� Lq °m�•atcn° _0 W w Z En L_ 3'OFFSET FOR - '%r L€� ° t� w < J ROOF ACCESS j'Ofi~SSfO rl l l i i ,+,!� � g Q 75'OF EMT CONDUIT QQ -' �9� a < 0 cn < W U FROM JUNCTION BOX TO ELEC PANEL .- Vt Y& (�� U Z z z U o LECTRICAL SERVICE LOCATION TO BE LOCATED AS CLOSE AS POSSIBLE � '�� SHEET (KEEP T CLEARANCE FROM NATURAL TO RIDGE TO REDUCE TRIP HAZARD. ; O NAME: GAS EQUIPMENT). LOCKABLE MAX VENTILATION VENTILATION m DISCONNECT SWITCH, &COMBINER OPPORTUNITIES PER CBC;SEC. 3111.3 TJ PANEL(IF APPLICABLE) cl\1 M I"^ Q v`' , r�r OF Fob co a- SHEET NUMBER: PV SYSTEM SITE PLAN CA Fire Code Offset shall not apply to roofs with slopes of two units verticle in 12 units SCALE: 1/16" = 1'-0" 1 STORY HOUSE horizontal (2:12)or less. � \ � �« « � � \ ® `�. % }\� \ � , � : & %�<«��Q + . �s, p y� � ; ��% %^ . . . yw »� x : �e � % ��. . § a� . m M td f` V rU M C co W TIE INTO METER# �CD < 3' �C)Z CU (;); 222010-742335 Roof Section 1 q� I-- Roo f Azimuth;142... ...... . ..... Roof Tilt 12 Q ... .......................................... . ... ...... .. ........ ................................................................. 0Cn) L MJF 1......'..'.'..'.'. J 1. 0 ....... .................. ................ .......... ........... .......... ........... .......... .......... ........... .......... .......... ............ .......... .......... ........... LAT T I L Er PLUMBING VENT(S) 10 (V N ti .....-. :" .P/M t� ppAa "` co . ......... El C1 `vim J r M CO oa U of ��, co °�na6 a��fl \, a �' " L0 °'r�C'C)riCf �' z 1r/lEilidlt�t�e CJ }� > O V CIRCUIT #1: co o ° Z co W W z m EMSTING Rool IRA hw� LL 14 MODULES sStQ a Q U) U) a 2"X4"AT24"O,C. \\---4:ZOOF VENT(S) QQ.d�,e.:.a U z z z C) o JGYSS FyG/ SHEET NAME: C 38 z ® Q a+j C DA Q qr�OF CA�� W SHEET NUMBER: PV SYSTEM ROOF PLAN o CA Fire Code Offset shall not apply to roofs N with slopes of two units verticle in 12 units SCALE: 3/16" = 1`-0" > horizontal (2:12)or less. n ANTI-ROTATION PLATE 0RISE/RUN= F ANTI-ROTATION PLATE m m JONPLATE " c: M LLJ C\l <2! TILE FLASHING(3 TYPES) S-TILE,W-TILE,FLAT TILE a)Z DEPENDING ON EXISTING ROOF L) C) 0 '90 U) MID CLAMP DETAIL M Ewa w 3 MOUNTING NOT TO SCALE sV PV4..0 DETAIL MOUNTING BASE co (SEE ABOVE) Al (2)5116"Ox 4" STAINLESS STEEL LAG SCREW TORQUE=13±2 ft-lbst- lipl 0 AFr--I]o PV ARRAY TYP. ELEVATION END CLAMP DETAIL L-FOOT DETAILCV NOT TO SCALE NOT TO SCALE NOT TO SCALE QP lFsslo a EWA W ys Fib re > ,PERMITTED LEVELING L-FOOT WITH CONNECTION 0 0 FOOT SPACINGU 2 co END CLAMP _j I FRAMING BELOW SHOWN END CLAMP c ri ❑DASHED FOR CLARITY OF n 2� PHOTOVOLTAIC (i & HPV4 co OTOVO c� MODULE y I rl I END CLAME_ f-1. 0 07 Lo PHOTOVOLTAIC MOHcl) 6i w Lu Z m F9 < 0 CQ < � din SHEET NAME: 72"MAX SPACING z L-FOOT MID CLAMP WITH 0 LJJ CONNECTION L-FOOT WITH CONNECTION 2 0 MID CLAMP PV4.0SHEETPERMITTED LEVELING NUMBER: FOOT SPACING ROOF FRAMING PV ARRAY TYP. ELEVATION PV SYSTEM MOUNT DETAIL qco NOT TO SCALE NOT TO SCALE > 0- ��;,, . ��.�, � �-�� J, f e� �� 44 �� - �, •. ,� �_ ..,.. .. ..,... - ..� ..�.. �. .nip. .._ ..��.. - .,. ��.. ti ...,�.. .... .... .. _,,.. O Conduit and Conductor Schedule Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size 1 Enphase engage cable-THWN-2 12 AWG 4 N/A-Free Air N/A-Free Air 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air 2 THWN-2 10 AWG 3 EMT 3/: m 2 THWN-2-Ground 8 AWG 1 EMT 3/4" n v C co LO N� �O t/) 0 Z N o z iz 6 �; 55o CU m w �Y Q L_ W ! -7 _..� IN ", ' W a; • r��Z O N ON, (� i '�a NEMA 4 ENVOY BOX ' 4 f WP to C ate, Co POINT OF DELIVERY ,,�� ofi Ct �a, a @maa aeneybc tt! co ' J AND INTERCONNECTION_-----z-"" f`' ` o L " < l w _q: } �C' a6� o Q VISIBLE/LOCKABLE z cah G, 'KNIFE'A/C M P :® ---'> o "(D DISCONNECT !� (v 1.0 o a u i PV CIRCUIT 1: 14 MODULES/PARALLEL G�ti (IF APPLICABLE) < u, z �Q �� EXISTING f,, r c O „ n€�t;�3. J Q 200F� 40V/200A //d/?EI s.t`e�`R` z z o 14 (2 � O,p��'PiO� ILOAD-CENTER SHEET 15A NAME: THIS PANEL IS L 2oA ' NOT CENTER-FED U I I I Q LLJ .. -----------` - ---------------......----_- - ---------- --- A, Q Siemens �L u,...P,'� w Es JUNCTION 2 60Al2 OVR 2 ' 1 SHEET E 1.0 BOX WITH E 1.0 UNFUSED E 1.0 Nu0 z: ROOFTOP NEMA3 ' DISCONNECT/CIRCUIT Uj W t Yingli Energy YL255P-29b PV Module Ratings @ STC (Guide Section 5) SOLAR MODULE Inverter Ratings (Guide Section 4) Model MakeNodei Yingli Energy YL255P-29b Inverter Make/Model Enphase M215-60-2LL-S2x Max Power-Point Current(imp) 8.32 Amps Max DC Volt Rating 45 Volts Max Power-Point Voltage(Vmp) 30.6 Volts v Max Power @ 40°C 215 Watts Open-Circuit Voltage(Voc) 38.7 Volts M Nominal AC Voltage 240 Volts Short-Circuit Current(Isc) 8.88 Amps se Mgt 5-60-2LL-S2x Max AC Current 1.125 Amps Max Series Fuse(OCPD) 15 Amps Enpha MICRO-INVERTER M2 NVERTER A7 Max OCPD Rating 20 Amps Nominal Maximum Power at STC(Pmax) 255 Wafts o Max Number of Panels/Circuit 17 Maximum System Voltage 1000(IEC)1600(UL) t;� M EACH MODULE,ATTACHED co Voc Temperature Coefficient 0.33 %!°C o)tY WITH MSi HARDWARE NOTES FOR INVERTER CIRCUITS{Guide Section 8 and 9): � u)ul 1.)IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 8 and Appendix D): .� �rn ED SWITCH MEET THE REQUIREMENTS? 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme dry N U z �____ YES NO X NA bulb temperature for ASHRAE location most similar to installation location:-5.2°C Fn #6 BARE CU GROUND 2.)IF GENERATION METER REQUIRED,DOES THIS METER 2.)Highest expeected ambient temperature based on ASHRAE minimum mean extreme 0 °c SOCKET MEET THE REQUIREMENTS? dry bulb temperature for ASHRAE location most similar to installation location:38°C —.N O (GROUNDING MODULE (I w 0 &INVERTER) YES NO X NA 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47C in the United U r, )0 1)SIZE PHOTOVOLTAIC POWER SOURCE(DC)CONDUCTORS States(Palm Springs,CA is 44.1'C).For less than 9 current-carrying conductors in L `�' BASED ON MAX CURRENT ON SIGN OR OCPD roof-mounted sunlit conduit at least 0.5"above roof and using the outdoor design (0 _ RATING AT DISCONNECT. temperature of 47'C or less(all of United States). I- 4.)SIZE INVERTER OUTPUT(AC)CONDUCTORS ACCORDING a.)12 AWG,90°C conductors are generally acceptable for modules with Isc of 7.68 Amps i or less when protected by a 12-Amp or smaller fuse. MICROINVERTER CONNECTION TO INVERTER OCPD AMPERE RATING(See Guide Section 9). TO ENGAGE TRUNK CABLE 5.)TOTAL OF 1 INVERTER OCPD(s).ONE FOR EACH b.) 10 AWG,9 conductors are generally acceptable for modules with Isc of 9.6 Amps PV CIRCUIT.DOES TOTAL SUPPLY BREAKERS COMPLY or less when protected by a 15-Amp or smaller fuse. WITH 120%BUSBAR EXCEPTION X YES NO 4.)In compliance with CEC 250.64(C)conductor splices will only be allowed with compression connectors or exothermic welding. 5.)Integrated module grounding method:MSI racking grounding provided by burndy lay in lugs or equally UL list product. ............................._._...... _ . ... ......... .. - --- - Signs (See Guide Section 7) ; Sign for inverter OCPD and AC Disconnect: b/ If Main Disconnect is d Sour PV System AC Point of rated less than the Connection Busbar rating: ` AC Output Current 12.600000 Amps "Caution-Solar :& Nominal AC Volt. 240 Volts Connection. Do Not increase size of main THIS PANEL FED BY MULTIPLE SOURCES disconnect" N (UTILITY AND SOLAR) LO LO �FtSt4#tlilg�ffF ti t wm {� ti 0 U UJ to ELECTRICAL NOTES . (O Z Cl) 0 > ❑ t0 GROUNDING: ALL EXPOSED NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED WITH LISTED HARDWARE `` c{,oG�'� _4`to?Nr -� v J LIJ J U COMPATIBLE WITH PANELS, RACKS AND ANY OTHER EQUIPMENT AS APPROVED BY THE EQUIPMENT MANUFACTURER ��fr� 4(;ejt�;;C%a`' t�` uj � - AND INSTALLATION INSTRUCTIONS. DOCUMENTATION SHALL BE PROVIDED TO THE FIELD INSPECTOR SHOWING F�aI;jSikS?'•'4 U Z Z Z U X THAT GROUNDING HARDWARE IS APPROVED FOR THE APPLICATION FOR WHICH IT IS USED. WEEB CLIPS SHALL NOT SHEET BE USED UNLESS THE PANEL MANUFACTURER'S CUT INDICATES WEEB CLIPS ARE APPROVED. NAME: PLEASE BE ADVISED: PANEL BUS RATINGS MAY BE EXCEEDED BY THE POSITION OF THE W INVERTER DISCONNECT BREAKER. PV BREAKER SHALL BE AT THE OPPOSITE END OF THE UTILITY SUPPLY BUT WHEN Z F—• THE BUS IS CENTER-FED, THE BREAKERS SHALL COMPLY WITH SECTION 690.64 AND 705.12 OR A PANEL UPGRADE O MAY BE REQUIRED.A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTION EQUIPMENT WITH THE ' Z FOLLOWING OR EQUIVALENT MARKING: WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS SHEET OVERCURRENT DEVICE. NUMBER: NOTE: NEUTRAL CONDUCTOR(S) OMITTED FOR CLARITY ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR (WHITE) O CV W ._ ..... b_ .'•.fil'. �. ..!il 467'. - b_. '.fi M .i.. r- a �r N U .. .. 04 m TT G rn U k so ? — J b - ef 3 •.i r c 7 �I 1 G hv'.v 07 I IVOR J in A�yY ` ' 3: THESE ROOF SECTIONS WERE NOT USED. ' N USAGE WAS REACHED WITH OTHER ROOF SECTION(S). a �ggl4stlb!!! g c0 UM n o a gs �(('oC nposs'n°aaQ° ui FLAT TIL w C) Q O of 0_ LLI �na Z W IllZ 07 J U Q F- Q JQ U O Q 14 MODULES AT'IA75 SUN HOURS '"ti p?"` �f I 'l�i�aG u's` Z Z Z U .. P�a SHEET NAME: v z U Lli O Q _J SHEET NUMBER: USAGE CONSTRAINT 09 EST. ANNUAL CONSUMPTION: 5516 EST.ANNUAL PRODUCTION: 5265 J PV SYSTEM OFFSET: 95.4% O I - M co _ v in C Ma �< `� oz :E - rY Z0:) 0 cu awv 1 � Q ► ® ® ® "' ® L cc J_ cu . ...CAUTION . sDISCONNE CONNECTED .:. s ® i IR ® � ,.ywan<,r, -.><s>.a��.; b A ® 1 ` s .. • • • • • • 0 ► ► s ► A • • • ' • • v v 'n `` o n A A i ry g �rn p U Q sLLI z OU W W Z m ° w (1 n°N' Z Z Z U O co °O y ° SHEET NAME: Z TO BE PLACED ON BOXES, RACEWAYS, JUNCTION zZ w BOXES, A/C DISCONNECT, COMBINER BOXES < g AND ELECTRICAL METAL CONDUIT SHEET NUMBER: O e-- ` ~~ �^��q��,��*�� (b �0� Vw � �� @ vc ru ��V��U ��KVV�k� - ' Group iP� (|;(H} 2347u50 Scott ENfyssling, PE Head of Structural Engineering scott.wyssfing0vivintsolarcom September 9, 2014 revised July 22, 20/5 Mr. Dan Rock, Project Manager Vivint Solar 1939 Hartog Drive San Jose, CA95131 Re: Structural Engineering Services Garcia Residence 33991 Corktnan Road, Lake Elsinore CA S-397S683 3.57 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof o(the above referenced home: 1. Site Vi itNehfioation Form prepared by a Vi int Solar representative identifying specific site information including size and spacing of trusses for the existing roof structure. — Design drawings_ of -- proposed system_ including - site plan, roof plan __ connection_ details for the solar panels. This information was prepared by Vivint Solar and will be utilized for approval and construction of the proposed 3. Photovoltaic Rooftop Solar Svobam Permit Submittal prepared by VlWnt Solar identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and thwiroondiUona. Based on the 2013 California Building Code specifically seuti 34034 if the weight of1h | does not exceed 10% of the Iota] weight of the building, changes to the building to address seismic/wind lateral forces are not required. We have assumed the weight of the building to be 70,000 lbs and based on a panel weight of 678 lbs the solar system would increase the total weight by only 1.0%. As such changes to the existing building to address lateral forces are not required based on the current code. However, we have included calculations to determine that the panel connections only are structurally adequate due to lateral forces. Details of our engineering evaluation and assessment of this specific home are identified below. Description of Residence: ' The existing residence ia typical woodframing construction with the roof system 000§iadnQofm prefabricated truss system with all chords constructed cf 2x4 dimensional lumber at24^ uncenter. The attic space io unfinished and photos indicate that there was free aooeua to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug-Fir #2 or better with standard construction components. The existing roofing material consists of clay tile shingles. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached M8| om|nu|mdonn sheet for ASCf}SE/ 7-10 &0ninunn Design Loads for Buildings and othe;3tructureo. windupoedof11OmphbmoedVnExpununuCateOory ^C^ mnd12doQreeroofn|openon the dwelling areas. 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. � �� '��Q�� Page 2 of 2 B. Loading Criteria 15 PSF = Dead Load roofing/framing 3 PSF = Dead Load solar panels/mounting hardware Total Dead Load=18 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the 2013 California Building Code. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual', which can be found on the Mounting System Inc. website (usa.mounting-systems.infolen/solar- mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 1W with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than the panel length when installed parallel to the trusses (portrait). No panel supports spacing perpendicular to the trusses shall be greater than three (3) trusses or 72" o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2013 California Building Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly y{ours,, "''�`" J ��O� SSIQa( Cott E. 'tin,ysslir /. �` s 1� CA License No. 8361- 0 s C I\JV- T�r QF � u n �,:;: .. % . a, i .e ` :.ffi 5�. �A Structural Group e�1 Scott E. Wyssling, PE i lead of Structural Engineering Structural Analysis Report scott.wyssling@vivintsolar.com Project Address Garcia Residence Date: September 9, 2014 33991 Corktree Rd Revised 22-Jul-15 Lake Elsinore, CA Residence A Roof Area 3000 ft 2 Upper Floor Area 0 ft 2 Lower floor Area 2500 ft 2 Number of Stories 1 Type of Construction Wood-Framed with Rated shear panels Mean Roof height 15 ft Upper Floor height () ft Lower Floor height 10 ft sf OF G Location Parameters Latitude 33,841 Longitude -117-85 Site Class D Risk Category 11 Seismic Parameters SS= 1.50 g 0.2 sec Spectral Response Acceleration S, = 0.55 g 1.0 sec Spectral Response Acceleration F,= 1.0 Site Coefficient from ASCE 7-10, Table 11.4-1 F,= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS= 1.00 g Short Period Design Spectral Acceleration SI), = 0.55 g I Second Period Design Spectral Acceleration Wind Parameters Wind Speed 110 mph Exposure Category C Roof Angle, 8 12.0 deg Product Information Manufacturer Yingli Solar No. of Panels 14 Weight 2.89 psf including mounting system Installed Area 246.12 ft2 No. of Connectors 26 2012 IBC/2013 CBC Section 3403.4 states: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the additoin ignored shall be permitted to remain unaltered." Sheet 1 of 5 Vi ii*m IPA i Gravity Loads Existing Roof Dead Load Garcia Residence 7 psf Clay Tile 33991 Corktree Rd 2 psf 3/4" Plywood Sheathing Lake Elsinore, CA 0.75 psf Roof Framing @ 24" o.c. 4 psf Ceiling, Mechanical, Electrical 1.25 psf_ Miscellaneous 15 psf TOTAL Floor Dead Load 7.5 psf Floor Finishes 3.3 psf 1 1/8" Subfloor Sheathing 3A psf Joists @ 16' o.c. 15 psf Partitions 3.6 psf Ceiling, Mechanical, Electrical below 1.2 psf Miscellaneous 34 psf TOTAL Roof Live Load 20 psf Reducible Floor Live Load 40 psf Reducible Additional Roof Dead Load 2.89 psf Yingli Solar Roof Live Load with Solar Panels 0 psf Total Total Existing Roof Load = (DLRooF+ LLRooF) AreaRooF W 105000 Ibs Total New Roof Load = (DLROCA AreaRccF+ (DLADfl) AreaA91) + (LLRaoF) (AreaRaoF- AreaAOD) = 105711 Ibs Change in Demand = (Total New Roof Load - Existing Roof Load) /Existing Roof Load 0.68% Total New Gravity Loads increase by less than 5%. OK per CBC 3403.3 Sheet 2 of 5 ` ° Base Shear Calculations 2012 IBC/2013 CBC Site Class= D Garcia Residence Risk Category= II 33991 Corktree Rd Lakc Elsinore,CA SDs= 1.00 SD[= 0.55 0 Lateral forec resisting system: Wood-Framed with Rated shear panels R,= 6 1/2 from ASCE 7-10,Table 12.2-1 I= 1.0 h= 15.0 ft Mean Roof Height C,= 0.02 from ASCE 7-10,Table 12.8-2 x= 0.75 from ASCE 7-10,Table 12.8-2 T,=Cth„x= 0.152 sec Approximate Fundamental Period,ASCE 7-10,Equation .12.8-7 WExtsrtrro= 130.00 kip Approximate mass of building %-Ew= 130.71 kip Approximate mass of building and solar panels Base Shear= SDRx I W= 0.154 x W ASCE 7-10,Equation 12.8-2 Max Base Shear= SD1 x I W= 0.556 x W ASCE 7-10,Equation 12.8-3 TxR Min Base Shear= 0.044 SDs x I(>_0.01)x W= 0.044 x W ASCE 7-10,Equation 12.8-5 Cs= 0.154 Static Base Shear,Vx= 20.00 kip Existing 20.11 kip New 0.55% increase INCREASE IS LESS THAN 10% - OK per CBC 3403.4 Sheet 3 of 5 .11 n` Vertical Distribution of Seismic Forces Garcia Residence k= 1.00 Structural Period Exponent from ASCE 7-10 Section 12.8.3 33991 Corktree Rd Lake Elsinore,CA Existing V= 20.00 kip k Weight Story Height, k w,hi Diaphragm Story Level (kip) hx(ft) Force E(wi hi hi(ft) w;h; ) Force(kip) (kip) Roof 45.00 15 25 1125 0.570 11.39 11.39 Upper 0.00 0 to 0 0.000 0.00 11.39 Lower 85.00 10 10 850 0.430 8.61 20.00 E 130.00 25 1975 1.000 20.00 0 New V= 20.11 kip Weight Story Height, k wi h;k Diaphragm Story Level hx(ft) h;(ft) wi hi k Force(kip) Force (kip) Z(wi hi ) (kip) Roof 45.71 15 25 1143 0.573 11.53 11.53 Upper 0.00 0 10 0 0.000 0.00 11.53 Lower 85.00 10 10 850 0.427 8.58 20.11 130.71 25 1993 1.000 20.11 Demand Increases Level Diaphragm Story Force Force(kip) (kip) per CBC 3403.4 Roof 1.23% 1.23% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -0.35% 0.55% NET DECREASE IN SEISMIC LOAD - OK Sheet 4 of 5v v ';\ h Wind Uplift Simplified Procedure for Componenets and Cladding ASCE 7-110,Section 30.5 V= ]10 Basic Wind Speed Exposure C ASCE 7-10,Section 26.7 X = 1.21 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 KZ,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof Zone 2 As shown in ASCE 7-10,Figure 30.5-1 Roof n= 12 deg Apand= 246.12 ftz A,,;b= 9.47 ft'' Panel Area tributary to each roof anchor p„,;,30= 38 psf Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 p„et=XK,.,p„&3o= 46 psf Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2 Use 46 psf Connection to Existing Roof Framing F.S.= 1 Additional Factor of Safety applied to withdraw]force,if desired A,,;b= 9.47 ft2 DL,,„,,= 2.89 psf W„prr(= 46 psf P,,s=F.S.x Arab x(0.61)-0.6W)_ -244.7 lbs WithdrawI force for each roof anchor Connection Capacity db= 5/16 in Lag Screw diameter Dne„= 2.50 in Lag Screw penetration into existing framing member Douglas Fir-Larch(North) Species of wood framing CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2 C,= 0.7 Temperature Factor,NDS Table 10.3.4 W= 258 lb/in Withdrawl Capacity,NDS Equation 11.2-1 W'=CT)x C,x W= 289 lb/in Adjusted withdraw] value P,,,,,,v=Dp,,,,x W'= 723 lbs DEMAND = 245 lbs =0.339 OK CAPACITY = 723 lbs Sheet 5 of 5 VAA v REPORT NUMBER: 101807796MID-002 ORIGINAL ISSUE DATE: December 30, 2014 EVALUATION CENTER Intertek Testing Services NA Inc. 8431 Murphy Drive Middleton, WI 53562 RENDERED TO Mounting System, Inc. 820 Riverside Parkway 0 West Sacramento, CA 95605 am CONTACT NAME: MR. Don Massa Ujd.massa@mounting-system.us PRODUCT EVALUATED: Alpha + Photovoltaic Roof Mount System EVALUATION PROPERTY: Class 'A' System Fire Class Rating of Panel with Mounting Systems in Combination with Roof Coverings, For Steep Slope Applications Report of Testing the photovoltaic module roof mount system by Mounting System Inc. for evaluation with the applicable requirements of: UL 1703 (2014) Section 31.2 and UL 2703 (2012) Sections 15.2 and 15.3. This report is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. only the client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. 1 N�e� 13h k43- fitici t:it �� ii iii`. (' 'k 1110_11M h'Ac,:� ek Inte tc-k intc.it.h lni�a4wtt Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 2 of 13 1 Table of Contents 1 Table of Contents...................................................................................2 2 Introduction ............................................................................................3 3 Test Samples.........................................................................................3 4 Testing and Evaluation Methods............................................................4 5 Tests Results .........................................................................................5 5.1. Results and Observations.................................................................5 6 Conclusion ...............................................................................................9 Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 3 of 13 2 Introduction Intertek Testing Services NA (Intertek) Fire Testing Laboratory in Middleton, Wisconsin conducted an investigation of the external fire resistance characteristics of a photovoltaic module roof mount system supplied by Mounting System Inc. for a class 'A' application. Samples were submitted to Intertek, Middleton and received in November 2014 in good condition. The tests were conducted in accordance with the fire resistance criteria of UL 1703 (2014) 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". Testing was conducted with a Type 1 panel, for Steep slope application. The testing was conducted per the requirements of Table 31.2 in UL 1703 (2014). 3 Test Samples The test decks were constructed by Intertek personnel. 1. The test samples were submitted by the client. 2. The test materials were applied by Intertek personnel at Middleton location. The samples are described in more detail in the table below. Deck# Deck Type System 1 Spread of Flames Sheathing: 15/32"AC plywood. Class'A' Underlayment: 15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack: Mounting System Alpha+, mounitng system. Photovoltaic Module: Renesola,Type 1. 2 Spread of Flames Sheathing: 15/32"AC plywood. Class'A' Underlayment:15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack:Mounting System Alpha+,mounitng system. Photovoltaic Module:Renesola,Type 1. 3 Burning Brand Sheathing: 15/32"AC plywood. Class`A' Underlayment: 15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack: Mounting System Alpha+,mounitng system. Photovoltaic Module: Renesola,Type 1, 4 Burning Brand Sheathing: 15/32"AC plywood. Class'A' Underlayment: 15#felt underlayment. 4'/2"IS Shingle:3 tab shingle. Rack:Mounting System Alpha+,mounitng system. Photovoltaic Module:Renesola,Type 1. Description of Mounting Systems AI ha+ mount, ped Component Material Notes Roof Attachment Aluminum Installed wi The final connection of the rack to the roof was evalu 4 Testingd Evaluation Methc Date: December 30, 2014. an vauaon Pa e 4 of 13 d. The tests were conducted in accordance with the firelayment. Section 31.2 and UL 2703 (2012) referencing UL 79C-a+,mounitng system. Tests of Roof Coverings". la,Type 1. ayment. a+,mounitng system. la,Type 1. y Renesola. These modules were Type 1 meter not guarded. th supplied hardware. Mounting System, Inc. Project No. 101807796MID-002 ated for the Steep Slope Attachment. 5 Burning Brand Sheathing: 15/32"AC plywoo. Class'A' Underlayment:15#felt under 4'/z"IS Shingle:3 tab shingle. Ws Rack: Mounting System Alph: Photovoltaic Module:Reneso resistance criteria of UL 1703 (2014) 7 Burning Brand Sheathing: 15/32"AC plywool (2004) "Standard Test Methods for Fire Class'A' Underlayment:15#felt under) a test. Measurement Uncertainty Calibration Date NA Dail f2% of max reading 1/16/14 t0.001% over 3hr. period) 918/14 Section 31.2 and UL 2703 (2012) referencing UL 79C Tests of Roof Coverings". The following test equipment was used to conduct th+ Roofing Lab Equipment Inventor Number ASTM El08 Test Apparatus(Shop) 204 Davis Anemometer A/2-4 BB 221 Accus lit Timer 611 Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 5 of 13 5 Tests Results 5.1. Results and Observations Calibration Test Conditions Class 'A' Test Date _ 12/16/14 Air Velocityrs e f 1054 ave m Slope of Cal. Deck — 5:12 Average flame temp 1405 Ambient air temp. 68OF Calibration Test Conditions Class 'A' Test Date 12/17/14 Air Velocity _ 1052.3 avers eef m Slope of Cal. Deck 5:12 Average flame temp 1405 Ambient air tem . 81°F Calibration Test Conditions Class 'A' Test Date 12/18/14 � Air Velocity 1052 average fpm Slope of Cal. Deck 5:12 - Avers a flame temp 1398 Ambient air temp. 720F _- Calibration Test Conditions Class 'A' Test Date 12/19/14 Air Velocity_ 1054.6 average f m Slope of Cal. Deck 5:12 Avers a flame temp 1421 Ambient air temp. 770F Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 6 of 13 Spread of Flames Tests Test Observations Deck 1 Test Date 12/16/14 Slope of Test Deck 5:12 Ambient Temperature 730F Panel/Rack Set-Back 3'1° Time Distance min:sec feet-inches Observations/Comments 00:00 Burner ignited. 00:47 Surface ignition. 01:51 1' 03:56 2' 08:59 3' 10:00 Test stop. Results: Class"A". Maximum spread of flames is 31". Test Observations Deck 2 Test Date 12/16/14 Slope of Test Deck 5:12 Ambient Temperature 71 OF Panel/Rack Set-Back 3'1" Time Distance min:sec feet-inches Observations/Comments 00:00 Burner ignited. 00:51 Surface ignition. 01:42 1' 03:25 2' 10:00 Test stop. Results: Class"A". Maximum spread of flames 2'10". Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 7 of 13 Burning Brand Tests Test Observations Deck: 3 Test Date 12/16/14 Ambient Air Temperature— 750F Brand Type _Class A,4.51 Ibs Slope of Test Deck 5:12 w Time Brand# (min:sec) Observations Brand placed on deck 9 00:00 Brand placed on top of panel. -" -� 00:51 Panel bowing upward. T _ 01:41 Backsheet blistering. 02:38 Backsheet ignition. - - ----- --- 03:21 Surface ignition of shingles, �06:17 Glass shatters, brand falls to deck. 06:18 Smoke from horizontal joint, underside. 06:57 Discoloration from horizontal joint, underside. 19:09 Flame out, topside. - 28:12 Glow out, brand fully consumed. 90 00 Test Stop. Acceptance Level: Class"A": -No flaming of the underside of the deck. Test Observations Deck: 4 Test Date 1 12/16/14 Ambient Air Temperature 780F Brand Type Class A, 4.67 Ibs Slope of Test Deck 5:12 Time Brand# (min:sec) Observations Brand placed on deck __ 1 00:00 Brand placed on top of panel. 00:57 Panel bowing upward. 01:47 Backsheet blistering and venting. 02:37 Backsheet ignition. 03:29 Surface ignition of shingles. 04:01� Glass shatters, brand falls to deck. _ _ 12:40 Discoloration from horizontal joint, underside. mmM 15:32 Smoke from horizontal joint, underside. 19:18 Flame out,topside. 24:57 Glow underside on plywood. 36:10 Glow out topside, brand fully consumed. 36:12 Glow out, underside. _ 90:00 Test Stop. Acceptance Level: Class"A"-No flaming of the underside of the deck. Cm Mounting System, Inc. Date: December 30, 2014. Project No. 101807796MID-002 Page 8 of 13 Test Observations Deck: 5 Test Date 12/17/14 Ambient Air Temperature 79OF Brand Type . Class B, 1.21 Ibs Slope of Test Deck 5:12 Time Brand# (min:sec) Observations Brand placed on deck 1 00:00_ Brand placed in interstitial space. - 01:03 Surface ignition of shingles, panel bowing downward 02:49 Backsheet blistering._ - __ 03:35 Backsheet ignition. 07:39 Smoke and discoloration at horizontal joint. 07:39 Brand%consumed. 09:29M Brand%consumed. - -- �_ 12:14 Flame out,topside. 17:50 Glow out, brand fully.consumed.�_ _ 90:00 Test stop. -�__..-_ Acceptance Level: Pass-No flaming of the underside of the deck. Test Observations Deck: 7 Test Date 12/17/14 Ambient Air Temperature 77°F Brand Type Class B, 1.21 Ibs .................._........................,..... --... .------—Slope of Test Deck 5:12 Time Brand# (min:sec) Observations Brand placed on deck 1 00:00 Brand placed in interstitial space. 00:52 Surface ignition of shingles, panel bowing downward. 02:16 _ Backsheet blistering. _ 04:18 Backsheet ignition W 06:51 Brand'/consumed. -TT�T--- - 07:13 Smoke and discoloration underside at horizontal joint. 07:56 North rail sagging 09:26 Brand'/consumed. _ 12:50 Flame out, topside. _ 19:27 Glow out, brand fully consumed. _ 40:30 Glow underside, 2x4............................................-............--------..- 47:36 Glow out, underside. 90:00 Test Stop. Acceptance Level: Pass--No flaming of the underside of the deck. Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 9 of 13 6 Conclusion The results of the Class `A' System Fire 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 1 photovoltaic panels. Testing was conducted per UL 1703 (2014) 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, Spread of Flame Class A Type 1 panel, Steep Slope 2 Mounting System Alpha+ System, Spread of Flame Class A Type 1 panel, Steep Slope 3 Mounting System Alpha+ System, Burning Brand Class A Type 1 panel, Steep Slope 4 Mounting System Alpha+ System, Burning Brand Class A Type 1 panel, Steep Slope 5 Mounting System Alpha+ System, Burning Brand Pass Type 1 panel, Steep Slope 7 Mounting System Alpha+ System,with Spread of Flame Pass Eco Fast Skirt, Type 1 panel, Steep Slope The Mounting System Inc. Alpha+ mounting system with Type 1 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"for 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: Chad Naggs Technician 11,Fire Resistance Intertek, Building Products Reviewed by; `. Gregory Allen y Engineering Team Leader, Openings Intertek, Building Products Mounting System, Inc. Date: December 30, 201.4 Project No. 1e879MID00 Page 10g13 Photographs Test#1� . . \� Test#2 ° �g - ƒ�� / e\m« ./ � /� Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 11 of 13 Test#3 yb r . Test #5 Ai 3 Mounting System, Inc. Date: December 3$ 2 14 Project No. 1018 7 MID 00 Page 12 of 13 Testa , »« v v §» Tes# �� , Mounting System, Inc. Date: December 30, 2014 Project No. 101807796MID-002 Page 13 of 13 REVISION SUMMARY DATE SUMMARY December 30, 2014 Initial report 5TRU(TURALC.NGINCERS April 15, 2014 Mounting System 820 Riverside Pkwy Sacramento, California 95606 TEL: (855)731-9996 FAX: (916)287-2269 Attn.:Mounting System -Engineering Department, Re: Engineering Certification for the Mounting System 13/52 Rail Span Chart PZSE, Inc.-Structural Engineers has reviewed Mounting System's 13/52 rail span charts. All information, data and analysis contained within the Mounting System 13/52 rail span charts are based on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-10 2. 201.2 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels,November 1, 2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting System 13/52 rail span charts are in compliance with the above Codes. Il'you have any questions on the above, do not hesitate to call. QREss/oti 4�NNET1, 2 cC Fy. Sincerely, y �' y:a Fp y u m No.33679 Yc 3-31-15 it spgTSTRUCTUF��'�e>� Paul /.acher, SE-President F'OF awl 8137 Sunset Avenue,Suite 120 • Fair Oaks,(A 95628 + 916.961.3960 • 916,961,3965 f + WWWAISLCON 13/52 Rail Zone 1 Span Chart Wind Ground Snow Load Exposure Seed 0 sf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 sf P P P p p p P P P P p 100 10.0 8.5 1.0 ': 6.0 5.5' . S:0 45 : 4.0 ' i`4.0.. 105 30.0 8.5 7.0 6.0 'S.5 :. 5.0. 4.5 40 4.0. ;�. 39 110 10.0 8.5 : 7A,: 6.0:. 5.5.:. :5:0. " 4.5 4.0 A0 3.5 120 10.0 8,5 ':` 7.0 6A 5 5.: 5.0 9.5 4.0 4:0 Category 130 9.5 8.5 :7.0 6.0, 5.5''; 5 0 4 5 4.0.` 4.0 3.5.. ;: t3 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 4.0 160 7.5 7.5 6.5 6.0 55:; E <4.5 . 4.0 4.0 3.5r 170 7.0 7.0; 6.5 6.0 5.5.. 5:0 .4.5, 4.0 4A 3.5 180 7.0 7.0 6.5.:::. 1 6.0 5.5 5.0 4.5 . . .. `A.0",'.: 4.0 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 1D0 10.0 $.5 7D fi 0 ... 5.5 5a... 4 5 55. 45... 40. 35 " 105, 10A <' 8.5 7`_0"` 6"0 4.0" 5 0 110 " " 9.5.. 8:5 ` 7e6" `6 0. S 5. 50 12Q 9.D . 8:5"';Category 130 " 8.0" " $.0" 7.0 . ". 6.0 . 5.5. 50... ..:A 5.. .. 40 C 140 "" 7.5, " 7,5 ;." ..7<0 150 " 7:0 .7.0 65... :b.5 -,. 65 : 170 6 q fi:fl"i 6;0" 5 5 5 Q.. 50. 4 5. 4,0. : 4 0, , 3,57. 180, 6:0 '- 60. 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 10.0 :: 8.5 7:0 6A 4.0 .: "A_0 3,5 105 . 95 8S ' 7:0 6.0 5.5. 50 4.5 40 4R 3.5. 110 9 0 8.5.:. 7:0 6.fl 5.5. 5'6 4.5 A.0 4;0. <3.5. 120. 8.5 ' .8:0<: 7.0 6.0 5.5..'' S0 4.5 4D 4.0 3S Category I30: 7.5 7.5, " 7 0 6.0" ' S.5 f 5 0 4 5 4.6 ` 4 Q 3 5 D. 140 7.0 7,0 6:5 .6.0..:: 5.5.>` 5 0 A 5. .: 4 0. 'a,0 3.3 150 6.5 6.5 6i5 6 Q 5,5 50 4.5 4 0 4<0 3 5 160 b.0 6.Q d 6.0 5.5 5.O i 45 415 4.0 '; 4A; 170 5.5 5.54.0 40; 3 5 180 5.5 4 0 4.. 3 5' 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 Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50lbs h. Height of solar panel is between 2"and 10"to roof 13/52 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Seed 0 sf 10 sf 20 psf 30 psf 40 psf 50 sf 60 sf 70 sf 80 psf 90 sf P p p P p P p p p P p :... 100 95....A 8.5 7.0.) 6:0" 5.5 5.0 4i5 4.0 4,0 3.5. ;. 77F7 7.0 60 5.5 5.0 ` 4 5 4.0 4.0 3:S : 110 &.5 8.0 7.0 6.0 5.5 ... ; 5,0 4.5` 4.0 4.0 1�0... 7,5 7.5 7.0` 6>0 55 50 ii 45 40 . ;. 40: 6.5` 6.0 5 5 5 0 4i5: 410 4.0: 3.5 B 144: 6 5 6;5 6.5 5;5 5 0 5.0 4`5 4 0 4.0. 3:5'' 150` 60 .. EO 6.0 5:5 50 4.5 45: 4.0 4.0.' 3.5 160 55. . . " "` 5.5 5.5 55 5.0 45. 45 . . 4.0 `:::4.0`.' 3:5 170" 5.0 .; 5.0" 5.0s :..: S0 . . . ..`150 ;: 4.5..s: 415 40 ;?. 4.0 3.5:`. 180 510 5.050>f, 5!0 5.0 4.5 ': 4.5'; 40 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? &0 $0 . ...5<0..7 .. 4,5`:. .. W 4.0 T ..77 3.5. 50 7577 7,.5., .. 6,5,:;: MUM 5,6 . 5>0... 4 S'. .... ...4 0. ... T2Q,;.77 77TT7 .6..;: 77W7 Category.: 4.6. . 4 0 .4.0.. s... 3 5:r s; 77537 :. .45 .. .740.. . 16g,' " . �.0 . .. ..:: 5 6.Q. ._ 77Q." 4"6".. 777777 774377 .. .4,5=f .. "4.0".". . .4 0 _ . 3 5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 7.5 " 7.5 6.5.:; 60 S5. S0" 4.5 4:0" 4.0 3.5; 105: 7 0." : " 7,0 . 6,5 60 15,5 5 0 4.5! }"0: .' 4 0" `: 3,5%` 6-0 .. 777377 4 0::, 4.0 3 5 120_ 5S 50. 45...: 4:5 '40 4.0 -' 3.5 Category 13"0 D 50 S0 50. .. 45 4:5; ." . :;4A .. 40 . 3.5;I 150, : 5'0 50. 5Q 45..> 4.5` 4.0" 40 3.5': 4.5." " 4.5i 4,,0 '4.0,: 3:5 IFS 4,5. 4':0" . 4 0. ,': 4 0" 4 0 4 0 .. 4 0 .;:` 40:" 4:0" 4,Q 180 4 0.:. 4 0. 4 0 4 0. 4.0 4 0 4..Q. A.0 4 0 3.5 r; 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 50 Ibs h. Height of solar panel is between 2"and 10"to roof 13/52 Rail Zone 3 Span Chart Wind Ground Snow Load Exposure Seed 0 sf 10 psf 20 psf 30 psf 40 sf 50 psf 60 psf 70 psf 80 psf 90 sf p P p P P P p p A p P 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 1 5.5 5.5 5.0 4.5 4.5:' 4.0 4:0 3.S B 140 5.0 5.0 5.0 5.0 5.0 4.5 4.5' 4.0 ' 4 O.' .3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4:0::; 3:S 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5. 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ;`•.Q;O 3.5 180 4.0 4.0 4.0 4.0 1 4.0 4.0 4.0 4.0 40 3.5 Wind Ground Snow Load Exposure Speed 0 sf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 :'.;,6,5.`;';: 6.5 65 5 5 5.D 105 6 0 6.0 6:0 5.5 5.0 :4.5.. 110 5.5 5.5 5':5 . ': 5 5".. i 5.0.. 45 4 S. 77757 " 4 0 3 5 120 50 5.0 5'0 50. .:: " 5.0. ' 45." 45. 40 ..' Category: 130 S 0 :`5.0 50 4 C 140' 4 5* ` ..4.5 4;5 4 5 .,.:. 4 5. '.. 4S !#5 150 40.. 1 " 4.0 40 4D 4;0:,` 4 0 . 4 0" .. ". .4.0 4'.0; 3 5 160 4.0 : 4.0 40, 4 0 4 0 4',"0 4 0 4 0." 4;0: . 3 S 3.S" 3 5... 3. 35< 170 3 5.:,.::,3.5 3:5 3;b 3.5. 5 180 3:5 3.5', . 315 3 5 3 5.;:;. 3 S' Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 6.0 6.0 : 6:0 5.5. 5.0 4.5 4 5 . 4 0 4' 3.5 105 5.5 5:5 5:5 5 5 5'0 4 5 4 5 4 0 40 3.5 110 5:0 5:0 5.0 .. 5,0 5.0 ' 4`5 4.5::.::"., 40. .. 4.0 . 35 120 5.0 5.p,. . . • 5.0 5:0 5.0 4r.5 4 5 4 0 .i' 4i0: Category 130 4.5 4.5 4.5 4.5 14'S 4.5 .. 4 5., 4 0 4 0, 3.5 D 140 4.0 4.0 4.0 40. 40 4Q. ,. 40 ` 4:0 .:'` 4:.0 =3.5 150 4,0 4.0 4:0 4.0 4.0;'. 4 0 . :4.0 160 ' 3.5 3:5` 3.5 $r5:: 3 5:``: 35 3.5. 3.5 .'> 35 170 3.5 3.5 3:5 3:5: 3.5 35 3.5 . ::,.:3.5:.. 35: . 3.5 380 3.0 3.0... ;`.3:0 3:0. 3:0 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 Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50lbs h. Height of solar panel is between 2"and 10"to roof "ro o � p N 01 \ M O � U) N M p °G 00Ln N M '-I O K 00 N M Ln m M ra o O N M ` m r-I O � N N Lf1 m "ro o O O N N Ln u m N O LL - -O "ro O O � 'n L w M Q Q) O � Lr) N 3 n, o r, d m N N n Ln14 \ \ m c-I O LY N e-I Ln M ti "m o � p ry N U') \ M a-I fu Ln O N M r-I ro w 00 N Lf) a rn \ n ct o rn .i v w 00 v o o co D o ao m o o v ry N LD M Ln mLn N 0) M .--� V O Sp v-1 wi f" N Q) 00 I, lD LD Lo Ln Ln 00V V O - O N OLn LL n4 a M M O Ln O Lq Ln q Ln O Ln O - O Ln p N p Ln Q In o Lfl O Ln o In p Lq p Un C fn ni a cl' Ln Ln lD LD t, n 00 00 0) 0) CO Ln m m rn t Ln N t0 LD f, ri W m M m 00 m CL 10 m - mounting Alpha* Engineering and Technical Data systerrl a Alpha'* Rail Composition Data Base material Aluminum Alloy—temper 6005-T5 Alloy composition En-AW-AISiM Designation EN AW-6005-T5 Density 0.0975 Ibm/in3 (2.70 gm/cm3) x10 /°C r Coeff of thermal expansion qT 13x10" /°F (2.35 Modulus of elasticity 1.0,100 ksi (69,600 MN/m2 Shear modulus G 39.2 ksi 2,703 kN/cm � w"' j5 Ultimate tensile strength f k 38.0 ksi 2,620 kN/cm2 Tensile yield strength f 35.0 ksi 2,413 kN/cm2 MOW* Rail Section Properties (English) RadiusRadius Moment Moment Section Section Rail Area (A) Weight . . Modulus Type (I.) Oy) (S.) (SY) Gyration GyratiorL; 10/48 0.557 in2 0.67 Ibm/ft 0,246 in 0.154 in 0.241 in 0.210 in 0.661 in 0.530 in 13/52 0.594 in2 0.70 Ibm/ft 1 0.311 in 0.169 in4 1 0.291 in4 0.229 in 0.723 in 0.532 in AI ha+ Rail Section Properties (Metric) RadiusRadius ModulusMoment Moment Section Section Rail Area (A) Weight of Inertia of Inertia . . Type Gyration Gyratiort__�' 10/48 3.595 cm2 972 g/m 1 10.22 cm 6.42 cm 3.95 cm 3.44 cm 1.679 cm 1.345 cm 13/52 3,835 cm2 1,037 g/m L 12.93 cm4 7.02 CM4 4.77 cm 3.76 cm 1.839 cm 1.35 cm Clickstone Stainless Steel Connectors N Co Splice Property M a L Designation 18-8/304(A2-70) Chemical composition X5CrNi1810 Density 0.285 Ib,n M3(7.9 g/cm3) Coefficient of thermal 9.6x10-6/°F(1.6x10-5/°C) 2.05 in expansion aT (52 mm) Modulus of elasticity 28,000 ksi(193,053 MN/m2) Shear modulus G 12,500 ksi (86,184 MN/m2) 1.89 in Ultimate tensile strength 73,.2 ksi (504,696 MN/m2) (48 mm) Tensile yield strength 31.2 ksi (215,116 MN/m2) M8 T-bolt 1.47 in J10/48 "< �-- (37.3 mm) .. 13/52 "` Serrated nut M6 Allen socket head bolt Alpha+ Rail Section 1 ontin Alpha' Engineering and Technical Data cyst e rns Clickstone Composition Data Base material Aluminum Alto — tem er 6063-T66 _ Alloy composition En-AW-AIM S10.7 Designation EN AW-6063 T66 Density _ 0.0975 lbn,/in3 (2.70 gm/cm3 ;I:...... . .. :+:. Coeff of thermal expansion aT 13x10 I T (2.35x10-''OC) Modulus of elasticity 10,100 ksi 69,637 MN/m? I l Shear modulus (G) 39.2 ksi 270.3 Ultimate tensile strength (f K)_ 30.0 ksi 206.8 MN/m2 Tensile yfield strength f, k 25 ksi 172.4 MN/m? Clickstone Section Properties (English) MomentMomentSectionSection of of GyrationArea (A) Weight of Inertia of Inertia Modulus Modulus Gyration 0.357 in2 0.42 Ibm/ft I 0.058 in4 0.019 in' 1 0.079 in' 0.057 in3 0.661 in 0.530 in Clickstone Section Properties (Metric) Radius . • Radius Moment •ment Section Section of of Area iWeightofInertiaofInertiaModulus Modulus Gyration • 2.305 cmz 622 g./m 2.395 cm4 0.791 cm471,294 cm3 0.931 cm3 1.019 cm 0.586 cm Clickstone Pullout Load Data Maximum Average ASD Safety Allowable DesignLRFD Ultimate Load Ultimate Load Factor (Q) Load Resistance Load Factor (0) 1,443 Ibf 1,424 lb 712 Ib, 1,068 Ibf 6.42 kN 6.22 kN 2'0 3.17 kN 0.75 �4.75 kN Pullout force T Clickstone �C. Rail Clickstone Pullout test Alpha" Clamp 2 Alpha"' Engineering and Technical Data Mounting p g g ��ys�c:alns Alpha+ Splice Composition Data Base material Aluminum Alloy-temper 6063-T66 Alloy composition En-AW-AIM SiO.7 Designation EN AW-6063 T66 Density 0.0975 Ib,,/in3 (2.70 gm/cm3) Coeff of thermal expansion (aT) 13x10 /°F (2.35x10 /°C) Modulus of elasticity (q 10,100 ksi 69,637 MN/m 2 Y , Shear modulus G 39.2 ksi 270.3 MN/m2 Ultimate tensile strength f„ 30.0 ksi 206.8 MN/m2 - Tensile yield strength f k 25 ksi 172.4 MN/m2 AI ha+ Splice Section Properties (English) Moment •ment Section Section Rail Area (A) Weight of Inertia of Inertia Modulus Modulus of of • Gyration 10/48 f 0.557 inz 1 0.67 Ibn,/ft 0.242 in 0.152 in 0.231 in 0.200 in 0.606 in 0.480 in 13/52 0.594 in2 0.80 Ibm/#t 0.297 in 0.162 in 0.259 in3 1 0.215 in 0.657 in 0.488 in AI ha+ Si3lice Section Properties (Metric) SectionMoment Moment Rail Area (A) Weight of . . Modulus Type 0.) (1y) (S.) (SY) Gyration Gyration 10/48 1 4.236 cm2 1,144 g/m 1 5.07 cm 6.33 cm 3.79 cm'J 3.28 cm 1.54 cm 1.22 cm 13/52 4.432 cm2 1,197 g/m 12.37crn4 6.76 CM4 4.25 cm 3.52 cm 1.67 cm 1.24 cm Notes - 1. Specifications are subject to change -.''------,-- - --- 2.05 in without notice. (52 mm) 1.89 in 2. All major components described (48 mm) herein are available in black anodized finish. Such finish has negligible effect on structural engineering properties. 10/48 13/52 3. Mounting Systems, Inc. shall not be liable for nor assume any responsibility for the adequacy of any underlying structure on which Alpha+components 1,22 in or the Alpha'system is installed. 4. The Mounting Systems Quick 1.45 in 10/48 Confi orator MSQC should be used to verity planned installations. The MSQC is available at www.mounting- Alplha+ Splice Section s stev ms.com 3 Alpha' Engineering mounting and Technical Data systems Typical Rail Span Capability' ,. 1--foot" nr unan} �1�sign Wln�1Peed fgnAhf LSnpltlf'E oa# Rall Slze I Rail Size Rail Size Rail Size Rail Size Rail Size Rail Size Rail Size sf "" 10148 13/52 10/48 13/52 10148 13/52 10148 13152 10/48 13/52 10148 13152 10/48 13/52 10/48 13/52 .0. 6 1 6 1 4 6 4 6 4 4 4 4 4 4 4 4 2 4 ,f0 4 6 4 6 4 6 4 4 4 4 4 4 4 4 2 4 20 _:';>3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 4 30' - 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 4 40 _i 4 4 4 4 4 4 4 4 4 4 4 4 2 4 2 4 50..-? 4 4 4 4 4 4 4 4 4 4 2 4 2 4 2 4 1.Reii spans assume 24"rafter Spacing and are shown to the fan hest acceptable rafter;Parameters: able roof 5 I6 high,slope 526-,850'AMSL,Occupancy Category!I im oriance factor=f A,Terrain cat" o R,Partial[ ex osed,center zone installation."NS-Not Suitable" 2.Calculations assume stand alone L-fool or 1--foot mounted to Quick Mount PV OMSC mountiflashing or equivalentAlpha+Rail Spans(tit)' nountinr; "Universal"Barrel/Curved/Flat Tile Roof Hooks N SToWt pad- Rail Size Rail Size Rall Size Rail Size Rail Size Rail Size Ralf Size 10/48 13/52 10148 13/52 10148 13152 10148 13152 10/48 13/52 10/48 13/52 10/48 13152 4 6 4 6 4 4 4 4 4 4 2 2 2 2 4 6 4 6 4 4 4 4 4 4 2 2 2 2 '..;20;;_:C 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 40 ' '-` 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 5Q 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. at spans assumo 24'rafter spacing and are shown to the arthost acceptable raller;Parameters: a e reo s 15' tg ,slopo 525°,850'AMSL,Occupancy Category I im erianco[actor-1.0 Terrain tale o S Parliafl ox osetl center one installation.'NS=Net Suitable' - 2_Tile rout hooks secured with Iwo 5/16'x 3%"lag screws. � a ♦ Spans 0 utlinf FIa1/Plaln Tile Roof Hooks -';Snow,LOaldt, Rail Size I Ratl Slze I Rail Size Rail Size Rail Size Rail Size Rail Size Rai!Size sf 10148 13/52 10/48 13152 10/48 13152 10/48 13/52 10/48 13/52 10/48 13/52 10148 13152 10/48 13/52 0, .'' 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS Ns t0 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 20` -1 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 40.: i' 4 4 2 2 2 2 2 2 2 2 NS NS NS NS NS NS 2 2 2 2 2 =r 2 2 2 2 F NS NS NS NS NS NS 1.Rail spans assume 24"raller spacing and are shown to the larthesl acceptable rafter;Parameters:Gable roof s 16 high,slope s25',850'AMSL,Occupancy category II m ortance factor=i.0,7orrain wle o B,Partial[ ex osed,cantor Zeno installation,"NS-Not Suitable' 2.Tile roof hooks secured with two 5/16"x 31/2"lag screws. r,l;r, Slate Roof Hooks ,,,, TAgstgrF W1nd Speed(mpfr Rail Size Rail Slze Rail Size Rail Size Rail Size Rail Size Rail Size Rail Size ""(Pso 10148 13/52 10/48 1315 10/48 13152 10/48 13 552 10/48 13/52 EMP 52 10/4 1 1526 6 4 6 2 2 2 22 2 z z4 6 4 4 2 2 2 222 z z4 4 4 4 2 2 2 2 2 z z2 2 2 2 2 2 2 2 z 22 2 2 2 2 2Ns Ns: 2 2 2 2 2 2 2 2 2 2 NS NS I.Rail spans assume 24"raller spacing and aro shown to the farthest acceptable rafter;Parameters:Gable roof s 15'high,slope s25',850'AMSL,occupancy Category II im rtanee[actorTerrain tale o 8,Parliafl e� osed center zone installation."NS-Not Suitable" 1. Rail spans shown are tyical for the conditions and parameters listed. Please consult the Mounting Systems Quick Configurator for specific array planning,layout,static verification and calculations. 4 E Z ,r Y-C '' � +� �.s... 1- i::.• . i _ Powered by YINGLI ELECTRICAL PERFORMANCE GENERAL CHARACTERISTICS Modufatypa YLZSOP•296 YL245P.29b YL24OP-29b YL23SP•29h YL23OP-29b 04na1,slona(LMd111)- - 54.96in(1&%;tVn)/3a90in1990rnrri Power output P,- VV 2SO 245 240 235 230 141 in(46m q Power output tolerances hp-. W .01+5 Welyht 41.21ha(20•5 kgl Maduta aff1danry r)., % 15.3 15.0 14.7 14A 14.1 Voltage at Pm.. VKAP V 30.4 30,2 29.5 29.5 29.5 Current at P- IMr. A 5.24 e.tl 8.14 7.97 7.00 PACKAGING SPECIFICATIONS _............__.._._.-_.-.. ----....._-._-...................... .... Open-Ore-it voltage V. V 30.4 37.0 37.5 37.0 37.0 Numbs►af modulasper fmiat 22 shart-elreult current fu A 8.79 0.63 8.65 8.54 8.40 Number of pellets par 53'a.Main., 36 STC:100(W/m''aradiance,2S°C toll ta,nparamro,AW Sg specimm accordmy to EN 61NI)4-3 Averean 41atai.46tciencyreducdono150%at 200W/mr accard'mg 9.EN 64904•1 Packaging box dinens(omJL/WIN 67 In 11700 ram)145 In(1150 MI)1 47 in it 190 me.) a, o Box weight 1076lim(408 kgl Power output P- W 1811.1 117.9 1741 170.7 167.a Valtaga at Pm..• Vmac V 27.6 27.2 26.6 26.6 26.6 Units::inch(ri Current at P- 1m A 6.56 6.54 6,56 6,42 6.29 _ ;t8 90. Open•clrcult voltage V- V 35.4 34.5 34.2 33.6 33.9 368519J61 181r461 Short-cfrcult current h° A 7.12 6.09 7.01 6.92 6.61 NfX1T:np rruN rnndvle opamiirai icmp ral -al I m/ewinci speed THERMAL CHARACTERISTICS J Nominal operating call tamparmure NOCT •C 46+1.2 Temperature coefficient of Pax. 9 W% 445 Temperature coaff1dan9 of V pax W'C 433 � i gg Temperatura coatflclent of N. an. %/'C 0.06 0rmnai hokat).m I PI d� ( nl 6•aU?36�6) I Temperature eaafflcient of Vnaa paws %J*C .0.45 P OPERATING CONDITIONS Alex.s rtam volt. Maumwg hoka y ge 61NIYrsc 4.02fWsa 11S(6680) i it r Marc.series fuse rating 15A I f 4.unnfny revers"wrrunt 1SA '�I)rana0o holes f e.ot2.o:itslsxa) Opnroting iemperatura range .40 to 194'P(•40 to 90°C) 444E 11sA ! ry ,'1 Lr t.. Meet,static load,front(e.g.,show end wind) 50 tnf(2.400 Pal 394(1001 Max.awl.load,back(e•g•,wind) 50psf(2400Pal +U4sr12)•„ ".•�`�� Hailstone impact 1 in 125 mm)at 51 mph(23 Ads) It � tt CONSTRUCTION MATERIALS t Front covor(maturlel/type/thickness) Law-iron glass/tompunsd/3.2 mm SECTION C--C tile,"may hove-6-flea)..coating t � C411(quenley/materlelltypefdlmendons/ 60/pnlysilicon/nroltinystallirse/ tVV ~rA- amo/a of buabersl 156 mm x 1 S6 nun 1243 3 crnr/2 w 3 c`�``•• ---__•W�W rc Encapsulent(material) Lthylcnovinyl acotato(EVA} 1)u t3S) Frame SmeteriaUcolur) Aoodaad alumlmrm ellny/Mark Q Warning:Read the Installation and User Manual in its entirety Junction box 1pmta3)on degree) AIP65 before handling,Installing,and operating Yfngli modules Cable ItypaAangth/gauge/outalda rihmater) PV Wka/43 at in 0100 rural 112 AWG/0.244 in(6,2 mntl Plug connector Arnphar,o111141(P6e Our Partners ! (manufactwerltype/protection degree} i f The specifications In this datasheet are not guaranteed and are subjeLt to change without Prior eolith This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc, i infoC�yingliamericas.com � Tel: +1 (888)686-8820 YIN YINGLISOLAR.COM/US NYSE:YGI_ i V Yng)i Green Energy Holding Co.Lid YG&ZbOCeIlSerias2(112_F.N 2312os vtlt U S.Soccer Powerod by Yingii Solar mounting syst rns 'rzt l ia. nrslm� 1 :`_ Alpha >= 5 The Alpha system is a robust mounting system designed for exceptionally fast, easy installation of PV modules on pitched roofs. Patented puickstone technology, extensive component pre-assembly and unique assembly features simplify planning,speed installation and enhance system safety and reliability. Unlimited flexibility With the Alpha,both framed and unframed photovoltaic modules can be easily mounted on various types of pitched roofs.' Significant savings Alpha has been specifically designed to minimize installation times. A high degree of pre assembly,intelligent design of the connections and the use of a single tool on the roof all result in a sizeable reduction in installation time and cost, Precision accuracy without cutting The use of telescoping rails rail ends allows precision rail lengths with no cutting or sawing of metal -in the shop or on the roof. Vertical adjustabitity The ability to vertically adjust the base rails allows a level PV array to be established,in spite of height variations in the roof surface. Structural reliability Using Mounting Systems`configuration software,the Bill of Materials(80M)for any specific configuration can be calculated in minutes along with a PE-stamped, project-specific structural analysis and verification to the appropriate building codes and national standards. Maximum service life All components are made of extruded aluminium and stainless steel. This guarantees both full recyclability and maximum service life due to high resistance to corrosion. 1 Alpha is cohspatible with nearly every type ut rout,for Astaire,IofmncHton,please WhWk M dosing the planning phase Application Pitched roof Roof types Suitable for most types of roof cladding Roof slope Up to 60e r Building height Up to 66 ft•20 m r PYmodulas framed,urjiramed fi. Module orientation landscape,portrait Spike technology k: Size of module array not limited 2 :rn Jlsipht allosvanctr Up to 1.5 in• 30 mm y Ratl spen Up to 6.5 ft•2 m •t.<�: Standards International Building Cade iBC 2009 sc. r' ? California Building Code CBC 2010 Sa ASCE/St7 7-10 V.. x Aluminum Design Manual 2010 y�rs; ANSUAtSC 360-05 r=r Act 318-os Supporting profiles Extruded Aluminum(EN AW 6063 766) Telescoping end piece Nooks,small parts Stainless steel VA) to for Natural(silver) a Base rail Warranty 10 years b Telescoping end-piece c Module end clamp d Roof hook e Splice 1 Different maxi mum values may apply,and are depegdenton site,building,choice Of roof attachments and modules,Using the Alpha calculation tool the correct values for each project calculated quicldy and easily. For further information:www mounting•systems.us 2 true to thermal expansion of the material,Mounting Systems recommends a slight gap In the array Subject to change without notice every 12 in(39.4 ft.) 3012 0 Mounting Systems,Inc YL250P-29bYG, E - Z 60 . YI-245P-29bCELL SERIES o YL240P-29b YIINkl � ��_:� ' YL235P-29b . YL230 P-29b U.S.Soccer Powered by Yingli Solar • VQID Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. s. 0 Lower balance-of-system costs with Zep � � Compatible"`frame. 0 Reduce on-roof labor costs by more than 25%. „u Loverage the built in grounding system if Its mounted,it's grounded. D Lower your parts count—eliminate rails,screws, mounting clips,and grounding hardware. rt Design and permit projects easily with access to layout calculator and stamped drawings. MEN •• . e; f Lower installation costs with savings across equipment and labor. 3 Minimize roof penetrations while maintaining ` the system's structural integrity. P Invest in an attractive solar array that includes a black frame,low mounting profile,and r aesthetic array skirt. f Increase energy output with flexible mQdde layouts(portrait or landscape). k"Trust in the reliability and theft-resistance of the Zep Compatible"system. Leading limited power warranty ensures 91.2`Ye of rated power for 10 years,and 80.71/. �::h,,,,,::,: w u.�.,:,.:• � of rated power for 25 years. AC.SOLUTION OPTION The YGE••Z Series is now available as 10•year limited product warranty, an Enphase Energized'AC Solution. This solution delivers optimum performance and integrated intelligence. In compliance with our wareanty terms and coridhions The Enphase M215-Z Zap 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. UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008, 150 14001:2.704,BS CrH..W 18001:2007,SA8000 4 �.. .�. Cgs t Intelligent real-time LISIEO w .•, NMI' monrtaring at the system 4A00 µ and module level with F-nlighten. YINGLI;OLAR.COM/U5 Yingh Ar1leric.a!3 Enphase®Microinverters EnphaseoM215 t ,Y .. .. .. ..................... f j I Fa .s 1 x a 3 , , Y t 1, xxl J Y f . tY The Enphaiseo MI215 Nlicrainverter with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the advanced M215, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M215 integrates seamlessly with the Engage` Cable, the Envoy® Communications Gateway'"', and Enlighten', Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Maximizes energy production -No GEC needed for microinverter - More than 1 million hours 911esfikV - Minimizes impact of shading, -No DC design or string calculation and millions of units.vfpodd dust, and debris required - industry-lea�tjncP,,r;�Allranty,up.401 - No single point of system failure - Easy installation with Engage years "its== Cable ' e� enphase- �■ UJ C. US Enphaspll M215 Micrornverter//DATA INPUT DATA (DC) M215-60-2LL-S22-fG, M215~60-2LL-S25-IG Recommended input power(STC) 190-270 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA(AG) y �q» @208 VAC @240 VAC� � Peak output power 225 W 225 W Rated(continuous)output power 215 W 215 W Nominal output current 1.03 A(A rms at nominal duration) 0.9 A(A rms3t nominal,�Wration) Nominal voltage/range 208 V/183-229 V 20VV/211-284 V Nominal.frequency/range 60.04 57-61 1-1r_ Extended frequency range" 57-62.5 Hz 5,7rv?,5 Hz Pokwer factor Maximum units per 20 A branch circuit 25(three phase) 17(single ph'a."e , Maxtrrtur'p output fault current 85Q"mA rms for 6 cycles 850 , rms f or,,6,q.yc EFFICIENCY ' CEC weighted efficiency,240 VAC 96.5% �•� ••.� ......__.,....,..�..5_�.g,r._.._..-�"' '} " . > CEC weighted efficiency,208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW Max _MECHANICAL DATA Ambient temperature range�._.._._....._ ...._.-... ._ _-40°C to+65°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 1.6 kg(3.4 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 Connector type M215-60-2LL-S22-IG:MC4 M215-60-2LL-825-IG:Amphenol H4 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line A Integrated ground The DC circuit meets the requirements for ungrou ,`M1 arrays In NEC 690.35.Equipment ground is provided.i��{4�ge Cable.No additional GEC or ground is required.Grtf f5ult protection(GFP)is integrated into the microinverter. ,, ,V`' Ae ' Monitoring Enlighten Manager and MyFgli tin mogo"�49'i� {jr� Compliance UL1741/IEEE1547,FCC Part I5 Class JAN/ $2 NO,0-M91, 0.4-04,and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, enphas€- visit ettphase..cotm - :,, F 0 20 f 5 Fophase EneiT y All rights reserved Ail tradomaft or branctr,in this c-locurmnt aro regislarcd by their respective owner. WT-00069 Flov 1 0 M215 Nlicroinverter Specs • Output Power:215W AC • Recommended max input power:270W MPPT Range:27-39 V +gin >:+:.•: Best-in-class 96.5%CEC efficiency • Integrated Ground,eliminating the need for a copper grounding wire or WF'EB CSA Listed Per UL 174 UIFFF-:1547 'd fr Dowulr♦ad the M215 Datir tiheet. Get Adlitjon131 I�sunt_e Ennphase M25O Microinverter Using higher powered modules in a 208/240V system?Go big with the M250. It offers all the advantages of the M215, but optimized for high power solar modules of up to 300W. Backed by a 25-year warranty and one million hours of product testing,the M250 gives reliability a whole new meaning. M250 Microinverter Specs • Output Power:25OW AC • Recommended max input power:30OW } MPPT Range:27-39 V Best-in-class 96.5%CEC efficiency • Integrated Gound,eliminating the need for a copper grounding wire or W EEI3 • CSA Listed per UL 1741/IFEF.,1547 ` Download the M250 Data Sheet. s• T �� ' Go Additional Lfe-mllLls. Enphase C250 Microinverter The newest addition to our microinverter family,the C250 mects the demands of•commcrciat projects. It supports 480V three-phase systems with 72-cell modules,so it's a perfect fit for large commercial installations.(Currently offered only in North America)Warranty options of 10 or 20 years give you long- term peace of mind. C250 Microinverter Specs • Output Power:25OW AC • Recommended max input power: 350W • MPP F Range:27-48 V • Operating Range: 16-60 V • Best-in-class 96.5%CEC Efficiency • Integrated Ground,eliminating the need for a copper wire or WEEB • CSA Listed per UL 1741/IEL-11547 1>MYtllt2 d Ific flaq Data Sheet, 0 http,//enphase.com/rnicroinverters/#hn2l5 2/3 �1 1 W 4V 1 V IV I it l VI1 I V 1,iCi J'CI 10 IcIJC CI m_q 19r1 en phase Enphase Microinverters Matte the most of every roof. More energy from each module.Faster installation. Unsurpassed reliability. Enphase rnicroinverters are simply smarter. The Nficroinverter- Family Wet the fourth-generation Enphase microinverter family,Together,they represent the world's most advanced inverter technology and deliver high- performance solar solutions at any scale,from homes to schools to large commercial projects-Bringing you design flexibility,unmatched quality,easy installation,and better performance, Enphase microinverters are the smart choice. A Solution for Any Job Enphase M250 J�T -M� Enphase C250 Primary Use Resi-dential Residential/Commercial Commercial 120/240V 480Y/277V Project Voltage 1 Recommended Input Power _ u�to 270 W -w — �- Amu r to 310 W fiI up to 350 W ' _ I Max inptot DC Voltage 4$V l 48 Y Operating range 16 V-48 V I 16 V-48 V 16 Y-60 V � �ycigltted efticicnc � 96.50% CEC ..-...�_-- II._.__._ . �_ —------- i Peak output power 225 W — 250 W ' 250 W i Max. units per 2UA branch 25 @ 208/17 @240 24 @ 208/16 @ 240 48 circuit III IVlodule 60-cell n >e a 31(2l —- 60-cell mo ._ ,V........._._._.__.—_._--., �ljitSe.M 50 60-and 72-cell i1!II ° e Part nu Nl2 C250-72-2LN ' iii Enphase M215 Microinverter The M215 is the basic building block for 208/240V systems.Like all of our fourth-generation microinverters,it delivers higher energy production,greater efficiency,and more rigorous quality standards than anything else out there.Designed for modules up to 270W,the M215 also brings your customers unmatched design flexibility. htlp'Nenphase.cam/microinverters/#m215 113 • --� t QS About Enphase Energy Enphase Energy is the worid's leading microinverter systems provider,pursuing unique,high-tech innovations to continually advance the performance and intelligence of residential and commercial solar energy systems. Stay Connected Receive regular updates on Enphase news and products. first name last name email Copyright©201 S Enphase Energy.All rights reserved. http://enphase.com/microinverters/#m2l5 313