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11-0304 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 11-00000304 , I Property Address: - 4834.5 PASO TIEMPO LN APN: 646-360-012- - - Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 40000 Applicant: Architect or Engineer: (AMIA -wa BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner:' COHEN MARCUS.. 48345 PASO TIEMPO LA QUINTA, CA 92253 (760)721-9907 Contractor: SOLA LITE OF COACHELLA VALLEY P.O. BOX 11571 PALM DESERT, CA 92255 ('760)779-5591 Lic.. No.: 865370 VOICE (760) 777-7012 FAX (760) 777-7011 'TIONS (760).777-7153 4/ /11 N 2$ CV 5 IL Cc �x U ' ' LICENSED CONTRACTOR'S DECLARATION -------------------------------- WORKER'S COMPENSATION DECLARATION ' I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of, perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Cla B D34 C46 License N .: 865370 for by Section 3700 of the Labor Code, for the performance of the work for 'which this permit is j� issued. X' Date: < 2 Comracto _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor ' . Code, for'the,performance of the work for which this permit is issued. My workers'. compensation OWNER -BUILDER ECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from'the Contractor's State License Law for the ICCarrier EXEMPT I Policy Number EXEMPT following reason (Sec, 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as.to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State, and agree that, if I should become subject to the workers' compensation provisions of Section • - 'License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forthwith comply with those provisions. ' that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date: Applicant: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her.own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST.OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within _ SECTION 3706 OF THE LABOR CODE, INTEREST, AND'ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). - APPLICANT ACKNOWLEDGEMENT (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License. Law does not apply to an owner. of conditions and restrictions set forth on this application. property who builds or improves. thereon, and who contracts for the projects with a contractor(s) licensed. 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of•this application, (_ 1 1 am exempt under Sec. ; B.&P.C. for this reason - the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a�result of this. application becomes null and void if work is not commenced within 1180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorizer presentatives of this cou ty ty enter upon the -above-mentioned propert f inspectio purposes. Date: 2 Signature (Applicant or Agent Application Number :11-00000304 Permit ELEC-MISCELLANEOUS Additional desc . ' Permit Fee 22.50 Plan Check Fee 5.63 Issue Date .. Valuation 0 Expiration Date 10/08/11 Qty Unit Charge, Per. Extension BASE .FEE, 15-00 1.00 7.5000 EA ELEC PWR APP >,1 TO <=10 7.50 Permit . . . SOLAR PERMIT Additional desc . Permit Fee 22.50 Plan Check.Fee '5.63 Issue Date . . . . Valuation . . . . 40000 Expiration Date .10/08/11 Qty Unit Charge .Per Extension BASE FEE. 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 4.50 1.00 3.0000. EA SOLAR EQUIP MISCELLANEOUS 3.00 ------------------------------------------------- Special Notes and Comments ------------ 7.5kW PV SYSTEM.- (32) 235W PANELS/(16) ENPHASE MICRO INVERTERS (576SF] 2010 CALIFORNIA ELECTRICAL CODE. April 11, 2011 4:41:08.PM,AORTEGA ----------------------------------------------- Other Fees BLDG STDS ADMIN (SB1473) -------------- ••2.100 Fee summary Charged Paid Credited Due -------- - - ---------- ---------- ---------- Permit Fee Total 45.00 :00 .00 45.00 Plan•Check Total 11.26 .00 .00 , 11.26 Other Fee Total 2.00 .00 .00 2.00 Grand Total . 58.26 .00 00 58.26. LQPERMIT .� ,. Bin # Permit # I j Project Address: A. P. Number: Legal Description: Contractor: .---.----------- Address: .� :d City, ST, zip: cL ,rn -Y)e Telephone: 5 State Lic. # : 2 O Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: Telephone # of Contact Person: # Submittal Req Plan Sets Structural Cala. Truss Cala. Title 24 Cales. Flood plain pian Grading plan Subcoutactor List Grant Deed H.O.A. Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees W_ . 4 City Of is Qulnta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 p Building Permit Application and Tracking Sheet p asD Owner's Name: Address: S City, ST, zip: o Z+ Telephone: O 1. 0 LET L Project Description: City Lie. #: e (o`i'i!S `G D38D V {4t lcri'v IN vusf Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo .nfSq. Ft : # Stories: #Units: %o , 1 17 Q , 55 91 Estimated Value of Project:$ p •!5-bD APPLICANT: DO NOT WRITE BELOW THIS UNE 'd Recd TRAC UNG PERMIT FEES Plan Check submitted 3 �`� it. Amount Reviewed, ready for corrections 44,41 el Plan Chedc.Deposit Called Contact Person 31 it Plan CheckBalance . Plans picked up . Coastructica Plans resubmitted Mechanieaa' 2" Review, ready for correctionsrmue 'fes Electrical Called Contact Person Plumbing Plans picked up S.M.I. Plans resubmitted Grading 3" Review, ready for correctlonsillnue Developer Impact Fee Called Contact Person ►: k A.LP,P. Date of permit Issue Total Permit Fees AeroS U. ric CA Lic'. C 10 #348864 BPI® / CBPCA®: Certif effild ldi'e1fop ance Analyst NABCEP Certified SA©. ar- P� nYstaller® Commercial and Industrial Effect cal Systems www.aerosunelecttic.com Labeling and Signage onPV Solar Electrical' Apparatus On Main :Service .Entrance: Panel: "Warning: This Service Fed By 2 Sources -Utility Grid And PV Solar System" On PV' Solar System Circuit Breaker in Main:.Service Entrance Panel: "Warning: Solar System Circuit Breaker Back -Fed z On A/C Disconnect: "PV Solar System A/C Disconnect. Warning: Both Line And Load Terminals May Be. -Energized, with Switch Open." OnInverters: "WARNING 690.5(C): ELECTRICAL SHOCK HAZARD IFA GROUND FAULT 1S INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED"-. At Breaker Main: "WARNING: INVERTER OUTPUT. CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE" . The following are not applicable to microinverter installation: de it (*3 in Agh ►+ Nzoy IWM 1p y , r sir all s �J®r Or :r 10 M • + q E w Scale: .0507"=T- •' ' Coachella valleys I horized premiere solatube dealer., City of La Quinta - ;• " ' , . 78495 Calle Tampico 'La Quinta, CA'92253 • ,, RE: Residential Permit.for Roof-mount Solar^ Installation Site Address: 48345 Paso Tiempo'Ln, La Quinta,;CA 92253 ,- .. • y � ..Sheet index.` � . . - r - . • ... - �. • , .. •� w r , r4 , y . .' • Vicinity Map r .. • • Site Map and Roof Plan , Single Line Diagram w, • . ,_ Y - :.. � 1 • Schott'Poly235 Solar Panel'Data Sheet F r r •Enphase Microinverter Data Sheet ' 'Enphase D380 Cabling details and installation • Inverter/Racking compatibility ' y • Ironridge Racking Data Sheet 5u, ' arm` t3{ �, �b '`ter •: • Ironridge Structural-Analysis Ironridge/Quick Mount PV Anchor Compatibility & Calculations,(.' • WEEB Grounding 4 1 ` • *,,Quick Mount PV Load Testing ' 4` CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED, >, FOR :CONSTRUCTION DATE By„ SHOWROOM: 42-220 Green Way #B Palm Desert, CA 92211--k#865= 760.779.5591 N 888.779.5591 Fax:760.779.5597 info@puresunlight.com � m T TL;reSunlight.com �" 411 D.i�'9 €` 5 TS 7 S •T.f,'. ^..,�..�?.-�a4" �,.ir +t..:r� �.���f iii 'rv.- �+r_,k+,s ` r.T'�.1 �, • ._.Optr;' �`Y�iP's�„' `. ! ��aw" t �_ - i �'""^�''•' ��-ir-- � ,.. f f � `� f '� ''�� yty � ` J �, �'}� Alt �' c"`!r.: � � �� �`�o .. � ri,_�'7 1Z'� �.�p ' • r• L'r i,� " +�fx . � 4�`'''�.� .��� V x�y'`` � �h���.��-~•.F ` •' �}�'"1{ .,may � i p mow,+ ( .�'C��t" � �Y �r�j„� Y�, � rw �.. '��•/ ![�-, ';�i�`�Ti��„'�7�✓;yA'�.y�'' m i'..;'i��,Y � � '�f`. �l �s � r..'F i • f �I' y' . � j � +�, . � � "t``r' i� - K-.µr¢.� �y�,tfFXV�/i .r •5 . �<�'�, �I) �l� �j1'�� �'� �' ,s , tey� ��'+C(�.".�4� clr: " x �'' •`��i.�<°� - .. �w 3" �, tl"% gip., � f ' Qt r `t • ��_"�. _�S. '�Ar. 4 '�'�;'- � 1 . f„t--r '"�;Ae.__ y. � .• ��:.,,� �, � �, !7 � far;��'��r►af�� � .,� ' a ", 2-�j" ,� Y, � i f � r tee,!' `�� �� '� • ! �f,. 4 `�'v�a r� I.+' �.••.' � . > T �f: .. ri �yY*•� .ij !L �'4r'"• �yigr��' �n �r%� '�'' IiP'�`•"�•w.,. _ -v 1,,,� fE � !' •�. �"eas1�`,r'-�c �� ' tr: M�� t;• i; ei�! a e. r +'- ; �� .r1 ' Q;. } y. ,�, + . �I '3 f �'!` , t _ _ �. •. ir��~•�� �+Y+c 'c .'� s,. '�yr'.�,. J -.4• j..G �j %� '� �- �� {may,- *"• - e Of :y�i-;!C_ :,,' t'���4i+sT""c-',��- � •t,: ``Fji� �'�` Y+ -��.� e. ,/jR"��, }���iy�. f�-,. .t��.AI ,v..�S's - f �-- � t.� .�.�,^� ` �.�� ��� ...ftl.5. ic` ," R.•'�;naxN�°'�y �,. _ '7,j,: y,✓ ... -•.�. ta"�"?' Z,'�",,,�'`� 1 _,y�.r••,� �' f e. _� p, .1� `r 7 r n "r r�t%'•�J �..•ie Marcus Cohn residence - Proposed Solar Installation 48345 Paso Tiempo, La Quinta, CA 92253 N. jr 174 i a. f t 4 — MAIN Fit 116 s «-:F2 �& 00A UTILITY 'DISCONNECT . •. '4 F26 $3 _ 126- °' 93 • F8 \�Q METER. Y n - 123 '9 93 �eJ�.. PROVIDED FOR CONVENIENCE 2 NOT REQUIRED BY CODE p E1d o • 4Pil t N�1 - .. � � F12 83 F11 AC COMBINER PANEL , • • - 7 �.. F19• ®® 167 .. f i •. 300! Ap=_ � � _• _ ` a j ,` f • 223 S � .213 K � F22 I yy 'F21 ,So Flo r 1.x. .>- ,�• w: iF —0612, As,, W d', rte' G�i1� 1 f re 'gar i r,r r kr. CITY OF LArOUINT'A, SCI--IOTT POLti 235 SOLAR MODULC� W/ Enphase MICROINVERTERS i BUILDING & SAFETY DEPT. (MICROINVERTERS'CONVERT { POA ^_`'_ _ �} F, V fDCTOACAT.MODULE;,L •• _ y =� • 4=-'� `-- "*NO DC DISCONNECT=REQUIRED)•,- -FOR CONSTRUCTION DATE BY_ All construction shall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Greeen Building Codes and the La Quinta Municipal Code. Marcus Cohn residence - Proposed Solar Installation SCHOTT POLY235 SOLAR MODULES TYP. OF 32 PTC/CEC 212.4 W, VOC -37.1 V, -ASC 8.42 A W/ ENPHASE D380 MICROINVERTERS TYP.OF 16 ' CEC WIGHTED EFFIC.95% (MICROINVERTERS CONVERT DC TO AC AT MODULE; NO DC DISCONNECT REQUIRED) 3 #8THHN ' NPHASED380TWINPACKTRUNK CABLE 1 #8GRD, WITH ENPHASE AC INTERCONNECT CABLES 1"EMT M 3 #12,1 #12 GRD 200A .. - SERVICE ENTRANCE CONDUIT RUN IN ATTIC M 60 14: AMP 40A C/B 6#12THHN / 1 #8GRD UTILITY DISCONNECT 1 EMT METER PROVIDED FOR CONVENIENCE TO MONITOR SOLAR SYSTEM ' NOT REQUIRED BY CODE OR IID CONTINUOUS #10 GRD BOND AC COMBINER PANEL 32 - SCHOTT POLY235 W PANELS 32 x 212.4(PTC) x 95% = 6457 W. MAX AC OUTPUT PER INVERTER - 1.6A 1.6 x 8'x 125% = 1 6A" 16A x 2 SUB ARRAY = 32A (NOTE: CONDUIT RUN IN ATTIC FROM J -BOX) TO ALL RAILS 2-20A C/B _ &INVERTERS (INSTALLED ON INSIDE GARAGE WALL) WEEB.LUGS & RAILS CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE By-& I 4 Crystalline module with POLY cells I • . w`rt 1 SCHOTT • • 1 1 e Ata _glance p } s N 1. �� Double of the required standard ■ :High resistance to r6ec�ha i loads ■ High performance output y VT 0 .Long-term reliability 74� ■ Increased resistane�w _c ¢ ' ':reverse current fe .Improved temperature coeffciient'`,,, scHOTr POLY-220/22S/230/13S - The long-established German company. SCHOTT Solar operates worldwide and started with the development and manufacturing of components for the solar industry in 1958. " SCHOTT Solar polycrystalline modules are specifically designed for both roof- and ground -mounted applications. Due to strict internal quality standards, all modules benefit from exceptionally long durability, which results in maximised profitability. The polycrystalline cells within each module are sorted to particularly narrow performance tolerances, . thereby allowing series interconnections with, minimal mismatch losses. ; Double of the required standard: SCHOTT Solar tests its modules for twice as long as is required by the IEC. High resistance to mechanical loads: The solid anodised aluminium frame ensures superior torsional resistance. SCHOTT Solar polycrystalline modules are also tested to an extreme loading pressure and suction of 5,400 Pa — which equates to 550 kg per square metre and a reassuring level of security for your investment. ` High performance output: All SCHOTT Solar polycrystalline modules hold a positive tolerance of thein nominal power rating. This ensures a stable high-energy output and a quick return on investment. • s Long-term reliability: SCHOTT Solar offers a power output guarantee of 25 years and a product warranty of five years. Increased resistance to reverse current: SCHOTT Solar polycrystalline modules have a high resistance to reverse current, minimising the wiring costs. . Improved temperature coefficient: The improved temperature coefficient of the modules lead to an increased module efficiency at high ambient temperature. F SCHOTT sola Technical Data Data at standard test conditions (STC) Module type _ SCHOTf POLYT'" 2.201r-SCHOiT PO iY-i 215 jj--SCHOTT POLYTM 230 �r-S-C-HOTf POLYTM 235 Nominal power [WPj Pmpp > 220 ' 223= -Ir - 230 . - L x,, Voltage at nominal power M Umpp '29.7��J f29.8 � ii 30.0 _ 30.2 Current at nominal power [A] 1, w 7.41 7 55^----- j-�� 7 66'� 7.78 Open -circuit M36.536.7 3f' 36937.1 f, i Short ararit current'[A] _ Ix��8.158 24 8 33�_ �] T`' 8.42 Module efilcienq (%)n13.1 13.413 7 - --R 14T.0� STC (1000W/m'; AM 1.5, cell temperature 25Y) Power tolerance (as measured by flasher). .0 W / +4.99 W Data at normal operating cell temperature (NOCT) �Nominal power [Wpl Papp'-j _ 1585161-��('�165�169 F ' voltage at nominal Power M 'U,,,pp ] 26.7F��----26.9 27.1- ^^� F_27.2 Open -circuit voltage M U« 33.3P� 33533.7--! } 33.9 Short-circuit current [A]�� ix 6.536 60-6.6 7 6.75 Temperature [°C] - JNOCT,i 47.2'- (_ 47._2_ ii 47 2 _ _ _ ! 47.2,{ NOCT (800 WW, AM 1-5, windWed 1 m/s, ambient temperature 20•C) Data at low irradiation At a low irradiation intensity of 200 W/rr� (AM 1.5 �d cell temperature 25°C) 97 % of the STC module efficiency (1000 W/in will be,. achieved.- £ i Temperature coefficients Power [%/K] Pmpp� On -circuit voltage [%/K]U« -0.33 pe i Short-circuit current (%/Kj µ Isc +0.04 Characteristic data (Solar cell per module 60 Cell type pole polycrystalline 156 mm 156 mm Junction box IP65 with three bypass diodes " Connector T)rc�onnectorIP67 Dimensions junction box [mm] ` 110 x 115 z 25 Front panel"' lo'w iron solar glass 4.0 - Backside panel . frame material' anodised alumum _ Dimensions and weight - -- - Dimenswns [mmj 1,685 x 993 Thic-friAl 50. �approx. Weight [kg] 23 Umits Maximum system voltage [vocj, 1000 Maximum reverse current la [A]' 20 Y Operating nwdule temperature rci -40 . +85 61ed�_ Maximum load (to IEC 215 . 2) ssure pre5 400 N/m' or SSO kg/m'' , _ iAL _su don_5 400 N/m? or 550 kg/ml 1 App6catwn dassification (to IEC 61_730) A Fire classification (to IK'61730)': No extemal voltage In excess of Uoc shall be applied to the module. Permission and certificates _ The modules arecertified tx IEC 61215 -ed. -2 nd IEC 61730, Electrical Protection Class 11' and the CE -guidelines. Moreover SCHOTT Solar is certified and registered to ISO 9001 and ISO 14001. The installation manual contains additional information on installation and operation. Power measurement accuracy: t 4 % All information complies with the requirements of the standard EN 50380. SCHOTT Solar AG Phone: +49 (0)6131/66-14099 Hattenbergstrasse 10 Fax: +49 (0)6023/91-1700 55122 Mainz solar.sales@schottsolar.com Germany www.schottsolar.com 993" -11 S H W � a r ii 7 A o � 4 CC a f u L me section a9 dLnmuim In mm C E ❑❑ � SA Q` PV CYCLE ,w V SCHOTT solar f 1 t _ r • ;. ENPHASE yMICROIN,VERT•ER D380 j _a t x i tj J • The Enphase Energy Microi'nverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System-includes.the microinverter, the Envoy Communications Gateway, and the web -based Enlighten monitoring and analysis website. ' - Maximum energy 'production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module ' - System availability greater than 99.8% r a RELIABLE No single point of system failure SMART - Quick & simple design, installation and management - 24/7 monitoring and analysis S A F E '° - Low voltage DC IkeReduced fire riskS MICROINVERTER TECHNICAL DATA Enphase Energy, Inc. 201 1st Street, Suite 300, Petaluma, CA 94952 877 797 4743 enphaseenergycom 142-00007 REV 05 9 Printed on 100 percent recycled paper. .0 .. 72 Cell Modules The D380 "TwinPack" microinverters contain 2 independent DC inputs. The Input Data (DC) values below apply to both DC Inputs A and B individually Input Data (DQ D380-72-2LL-512/3 and D380-72-2LL-512/3-NA Recommended input power (STC) 230W Maximum input DC voltage 56V Peak power tracking voltage 22V — 40V Min./Max. start voltage 28W54V Max. DC short circuit current 12A Max. input current 10A Output Data (AQ ®208 vac ®240 vac Maximum output power 380W 380W Nominal output current 1.8A 1.6A Nominal voltage/range 208V/183V-229V 240V/211V--264V Extended voltage/range 208W179V--232V 240V/206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per 20A branch 15 10 Efficiency k Peak inverter efficiency 95.5% CEC weighted efficiency 95.0% Nominal MPP tracking 99.6% Mechanical Data Operating temperature range -40°C to +65°C Night time power consumption 50mW Dimensions (WxHxD) 12.25" x 6.00" x 1.33" Weight 6.25 lbs Cooling Natural Convection - No Fans Enclosure environmental rating Outdoor— NEMA 6 Features Communication Powerline Warranty 15 Years Compliance UL1741/IEEE1547, FCC Part 15 Class B Enphase Energy, Inc. 201 1st Street, Suite 300, Petaluma, CA 94952 877 797 4743 enphaseenergycom 142-00007 REV 05 9 Printed on 100 percent recycled paper. enphase e]EN�RGY , Application Note D380 "TwinPack" Microinverter Installation Enphase Microinverter Formats The Enphase Microinverters are available in two enclosure designs. The M190 and M210 microinverters both use a single enclosure design, which contains one DC input section, one AC input section and one AC output cable per enclosure. For each M190 or M210 enclosure, the DC input section connects to the solar module connectors and the AC output cable connects to the adjacent microinverter's AC input section to create a continuous branch circuit. The D380 TwinPack microinverter enclosure contains two DC input sections and a single AC connection section. There is no integral AC cable on the D38C TwinPack microinverter enclosure. The AC connection is accomplished with a separate AC trunk cable'assembly as shown in the lower diagram below. M190 Single Enclosure Connections D380 TwinPack Enclosure Connections Copyright Enphase Energy, Inc. 2010 Rev 1.2. Last Upcated 08/04/10 D380 TwinPack_Te,Uhk Cable The D380 TwinPack cable assembly is constructed with a 12 gauge trunk cable and three "drop" cables at the inverter locations. The drop cables are spaced at two module -wide intervals. TwinPack cable assemblies are connected end to end to create a branch circuit of the desired length. Dimensions of the cable assembly are shown below in inches. The 12 gauge trunk cable would be protected with a 20 amp circuit breaker allowing up to 33% more power per branch circuit, compared to brandh circuits of the M190 and M210. A single 20 amp branch circuit would allow for ups to 10 D380 TwinPack microinverters (20 PV modules) at 240 Vac, or 15 D380 TwinPack microinverters (30 PV modules) at 208 Vac. Different models of trunk cable are used depending on whether the installation is 240 Vac or 208Vac. ET3C-G2-06 blue label trunk cable is used for 208 three phase installFtions. 2 AC Interconnect Cables and End Caps Each branch circuit of D380 TwinPack microinverters requires an AC interconnect cable. The AC Interconnect cable is available in 6, 12, or 20 foot lengths. Any unused connectors in the array should be protected from the elements with an end cap. The end cap fits both the female connectors for the trunk portion of the cable and the female connectors for the inverter drops. ` Single -Drop Cable Depending on the number of D380 units in the branch, you may need to use a "single -drop" cable to connect the final D380 microinverter to the branch. The single -drop cable connects to the end of the last -trunk cable assembly, and eliminates the need for an end -cap. Single: Drop Trunk Cable Alternatively, if you have two D380 units to connect to the end of the branch, you will need two end -caps: one to cover the one unused drop on the three -drop cable and one to cover the unused trunk end of the three -drop cable. 3 This table provides detailed information on`the'possible branch configurationsand �'.. the number of end-caps and single=drop cables that would be!needed: t , r Number of N6mber of Sin • - Cable Three Drop v �o.,Y.,.� ;.:-?,+:.,-�",_.-"3=-'b,-.e`• K,:;�':.. `C ^`'" r;.,3;,^c„ _ c•-:-,--=.: - +•i 7�•`...d ",::e•3 a kcy mac. a:..:-< '"-`i--•--cam #t '� ``may,' .-"r,^s µ ..hla'�wg.-''ti�•�o� 2'try::f�yy�mx., a? ,.1';`'z'°:.t.'' �S-;may-a. �:c.?:.a'm,,`'�...,^.•:.. .t. ' �. yL;" 1•':%""�i�`••� :4:�M`fir ."4, e.?.; m�tii�� "t ,,'C' y_ ?••_.;i Z _ �:Zre, Z E ` 7�,f „•,.,e .v'»"':y ;.�;;.:.� -.x �*'r.�v =u; �. 2.-a=,•.,..:,•..v-•'F';'%;-=� F. L. s.,'x'.. it . t:�•-i�y.� Q�'�� �_� �z•''�r-,` ��, �� � ��� .,_, 'c��� �-. �, s .:�. ,L�n Y_,?.•, rsr,:�"4 Asa '� ��, T�-,a •^'-K,•r,3-nv � .�-r �'i �=�-r ���?w �-a���s,��� , w .. '}4•Ss+ +i C,as��<"c:,s`$,�5"rt r -ksrs. r;'s;:.5 Yh_ Y Y- .-r �.:>'-� -.,S= vr,„tv.'.`.•_ -5�;�.:-.:•;�-'`:�-,?£•: �s- a- :x �.j%";ice:.:-:-sit .,u,>G ;Lt > 7 iti y.. ;r-i.� s r fcr ct •s-r r . ,S:' 2+_•f- �+�" ��:.`z:, ti a�`e � '�..�r,>.,r�. z K: �. 3� SE..�,_ ..,.2`^'�.,�-�"yo.�� � rz�" .�'- .�?-.a:Rry�;,c_C��-_;:; tt:K,-�. � � �`-�5' p�, .. �`h- :.����^�-,� ;'�._.!, .,-10.:...:,�,,..�'-�• :w�''�: �� `f.•��.K: �<��-�,. h'�� �-�<, t "�� � �tw-a,���"v°`'�rs�k� `s.":,`.� �*":': �=; �2� �'�*� • SO I 11-1 ME x' `•,Y,,�,•s^N'-" :2:FRXI"`"`^,3a: �:.",'.`£^.'.... .3=• ', .�'`,t...'. -'�,ri 'K�'� w .^.F..�ne,'d', -,•rw al's. - w',:,;`*� _.u^^7,''''Z n _.v�c,-� x�,.•a ,+s�i+r'n�. .r3r's,FT• 9- 18 0 < ✓ Ln., '�� Si;,. i3- 5 ! »., t �. -\.a Y�.> F;r t% ?:.lr `•.o-cr''� ir. � r� v: .7 :,.r_ti^'•.'. -..>, `�-a��. .�",. ,,�,`. �::r ��' � �.,.;�� t ,r.,<�:.. :'��*'.,4 �.�-'���._ Y='��:-'r"=':�,�,,�-.- �a�.�L.�.,�; 'a.r _� : �iir � „f w x �t �, "F�,.,„-_•x§,r a� ' : w, � ^t .G � ,x ;;'r`� d` � ;s �"`t�,,,�� *4' r a Rc, �niSr �t�iarr� �' zTix`OR Ems` ice$ Fs - _ .,� '� �� -u c,' , '^. 'x`-s:.a- -sem ,�"f � s•y�i�.r1,c�, �-a dam... "�. rsw,.;a- Sz-'� �vl°,- nc, �,', ""'E ^�. s mac. s *mow �w �x-� RE Ss�fi, z rSc` m 1�Mr w.X�.- a "`�v'.�`� RPM ,,.*yy.s^�'4..-95x-�-` '".jam'-='~. �'�'` a ��,�1 •*, ' T *:.Only appO. lies to 208 Vac configurations: ` - r � • 4 ,. tet. ! G �.T :. .• A _ ' P r�:'��'�.t 1 ♦r ` .z {s�l '� ..• �. } f' ,r s~ � �.� fir_ - , kx i Portrait Module Orientation D380 TwinPack microinverters mount to the module racking below one of the associated PV modules. The TwinPack cable is fastened to the module racking. Landscape Module Orientation For PV modules installed in landscape orientation, the D380 TwinPack microinverters could be mounted to the vertical module supports as shown. The spacing between drops on the cable is intended for two rows of PV modules. Note on Module Connection If the branch circuit has an odd number of solar modules, be sure to 6)nnect the "A side" of the microinverter to the one remaining module. 9 eenphase. L ]ENERGY Krannich Solar Module Rail Fastener Information- Grounding Washer Light Rail XRL 1/4" hex head bolt, washer, WEEB-DMC _ nut for top rail mount Standard Rail XRS 1/4" hex head bolt, washer, WEEB-DMC nut for top rail mount Module Rail Fastener Information Groundin 'Washer K2 Systems Slide nut with M8 socket head, cap screw WEEB-KMC . mounts4solar Module Rail Fastener Information Grounding Washer Rooftrac Rail 6.0 M8 SS Hammer.Head Bolt ti WEEB=11.5 NCP Solar ; Module Rail Fastener Information Grounding Washer Rooftrac Slide nut with 5/16" hex head bolt Slide nut with 5/16" socket:. head cap screw WEEB=11.5 ProSolar Module Rail Fastener Information Gr unding Washer Rooftrac Slide nut with 5/16" hex head bolt WEEB-PMC Schuco . Module Rail Fastener Information Grounding Washer SolarEZ ezUniversal Screws (M8x14) ezAnchor Blocks WEEB-SMC Copyright Enphase Energy Inc. 2010 Rev 3 Last Updat=d 06/22/10 enphase [e] E N E R G Y Application Note Compatible Racking Makes/Models for Mounting Enphase Microinverters Purpose This document is not intended to be an exclusive list of racking manufacturers. It lists products that have been verified either through field installations or the evaluation of actual racking samples in the Enphase mechanical lab. Section 1 lists products that work without modification, using the racking manufacturer's standard hardware. Section 2 includes products that are known to work after modification or by adding a custom adapter. Section 3 lists manufacturers that are shipping the Enphase Microinverter as part of a factory assembled proprietary racking/module solution. Grounding Options The ground clamp provided on the mounting flange of the Enphase Microinverter accepts #10 through #6 AWG grounding electrode conductors. As an alternative to installing a continuous grounding electrode conductor connected to each Microinverter chassis, a grounding washer may be used to ground the Microinverter to grounded racking. CSA recently completed the evaluation and approval of the Wiley Electronics "WEEB" grounding washers for use with the Enphase Microinverter. Where the compatible racking models have listed grounding washers available, the Wiley Electronics part numbers have been included in the tables below. Section 1 - No Modification Required AEE Module Rail Fastener Information - Grounding Washer SnapNRack Slide nut with 5/16 hex head WEEB-PMC bolt Conergy Module Rail Fastener Information Groundin Washer Suntop Quickstone slide nut with M8 socket head cap screw WEEB-CMC Direct Power and Water Module Rail Fastener Information Grounding Washer Power Rail 1/4" hex head bolt, washer, nut for top rail mount WEEB-DMC Copyright Enphase Energy, Inc. 2010 Rev 3 Last Updated 06/22/10 KEY FEATURES ♦ Extruded aluminum components are lightweight for easy handling yet strong enough for most roof mount applications ♦ Choice of XRL•(lightweight) and XRS (standard) rails ♦ Both XRL and XRS rails come with slots for attaching L -feet and top slots for attaching panel clamps ♦ XRS rails has slot for bottom mounting clamps ♦ Hidden internal splice bars are aesthetically pleasing ♦ Internal splices provide superior strength and flexibility with L -feet placement ♦ Adjustable L -feet have vertical extension slots for easy adjustability of up to 1-3/8" ♦ Standoffs provide increased airflow and ventilation and enable precise placement of flashings ♦ Standoffs come in four standard heights: 3", 4", 6", and 7" ♦ XR platform compatible with popular flashings including QuickMount and Oatey ♦ Panel clamps for both top and bottom mounting ♦ Panel clamps for most popular photovoltaic modules ♦ Mid -clamp design maximizes panel density ♦ Ground clips eliminate the need for copper wire between modules ♦ The IronRidge Roof Mount components are covered with an industry-leading 10 year limited product warranty and a 3 year limited finish warranty ♦ All IronRidge Roof Mount components are PE certified PRODUCT DATA SHEET IronRidge Roof Mounts is a reliable, comprehensive, and feature r -ch photovoltaic mounting solution. Anchored by the XRS (Standard) and XRL (Light) rails, the IronRidge Roof Mounts platform includes all of the components necessary for supporting virtually any commercial or residential roof mount instEllation, regardless of surface material or roof grade. The XRS and XRL rails are manufactured from extruded aluminum to maximize spans while minimizing weight for improved handling. The graceful curves of the XRS rail will please even the most aesthetically demanding customers. Raiff can be extended with. the IronRidge patent -pending internal splice bars, providing a strong support connection and ultimate flexibility in footing attachment locations.. Installers have a variety of options in attaching IronRidge rails to the roof, including adjustable L -feet, aluminum standoffs, and tilt legs for optimizing power. In additior, IronRidge accommodates modules from most major manufacturers. Top-down panel clamps securely grip the outside frame of the module, freeing the installer from the constraints of panel mounting holes. The XRS rail has an additional side slot to enable the option of bottom mounting. Lastly, grounding clips pierce the anodized rails, creating a ground path through the equipment and eliminating the need to run copper wire between every module. IronRidge provides a complete technical support system that includes step-by-step installation guides, engineering certification documentation, easy -to -read span charts, and on-line configurator software. See reverse for additional product specifications. Please contact your local distributor for configuration assistance. ilr I RO N R I DG E June 2010 sales@ironridge.com www.ironridge.com SPECIFICATIONS MAX SPAN CHARTS ♦ XRL/XRS Rail: 6105-T5 extruded aluminum (anodized) Snow Load (psf) ♦ XRL/XRS Splice Bars: Wind Speed (mph) 0 psf 10 psf 20 psf 30 psf 40 psf 90 mph 13.5 12.5 10.5 10.0 9.0 6105-T5 extruded aluminum 100 mph 13.5 12.5 10.5 10.0 9.0 ♦ Standoffs: 110 mph 13.5 12.5 10.5 10.0 9.0 6105-T5 extruded 120 mph 12.5 12.5 10.5 10.0 9.0 aluminum 130 mph 11.5 11.5 10.5 10.0 9.0 ♦ Adjustable L -feet: 140 mph 10.5 10.5 10.5 9.5 9.0 6105-T5 extruded 150 mph 10.0 10.0 10.0 9.5 9.0 aluminum ♦ Panel Clamps: Snow Load (psf) Wind Speed (mph) 0 psf 10 psf 20 psf 30 psf 40 psf 5052-H32 aluminum ♦ Hardware: lar Stainless Steel 90 mph 8.5 7.5 6.0 6.0 5.6 100 mph 8.5 7.5 6.0 6.0 5.6 XRS PROPERTIES 110 mph 8.0 7.5 6.0 6.0 5.6 ♦ Area = .807136 inches^2 120 mph 7.5 7.5 6.0 6.0 5.6 ♦ Centroid relative to output 130 mph 6.5 6.5 6.0 6.0 5.6 coordinate system origin 140 mph 6.0 6.0 6.0 5.6 5.0 ♦ X = 0.5556 150 mph 5.5 5.5 5.5 5.5 5.0 ♦ Y = 1.4097 ♦ Z = 120.000 LOAD CONDITION ASSUMPTIONS ♦ Moments of Inertia of the ♦ Flush roof mounting installations only area (at the centroid) ♦ Roof zone 1 ♦ Lxx = 0.8430 ♦ Roof slope = 6 inches per foot ♦ Lxy = 0.1117 ♦ Module length = 67.5" ♦ Lxz = 0.0000 ♦ Exposure Category B ♦ Lyx = 0.1117 ♦ Building mean roof height = 30 feet ♦ Lyy = 0.1822 ♦ Clearance between roof and rail = 2 inches ♦ Lyz = 0.0000 ♦ End cantilever span = 40% * adjacent interior span ♦ Lzx = 0.0000 ♦ No rail splice permitted within the middle 1/2 of the span ♦ Lzy = 0.0000 ♦ Lzz = 1.0252 For installations that do not conform to the load condition assumptions above, ♦ Polar Moment of Inertia please refer to www.ironridge.com for a more complete engineering analysis. ♦ At Centroid = 1.0252^4 ♦ Principal Moments of Inertia L -FOOT DIMENSIONS ♦ Ix = 0.1638 ♦ Iy = 0.8614 ♦ Angle between Principal and Part Axes ♦ Angle = 99.343 degrees ♦ Moments of Inertia ♦ LXX = 11625.205 ♦ LXY = 0.5204 ♦ LXZ = 53.8153 ♦ LYX = 0.5204 ♦ LYY = 11623.1909 ♦ LYZ = 136.5369 EJ ♦ LZX = 53.8153 ♦ LZY = 136.5369 ♦ LZZ = 2.8784 i/r I RO N R I DG E June 2010 sales@ironridge.com www.ironridge.com ~` s Starling Madison Lofquist, Inez:,: C^orlSu_Iling. S4ti and Forensic Eng veers 5224 South 39th Sheet, Phoenix, Arizona 85040 tel`. (602) 438-2500 fax: (602) 438-2505 www.smleng.com IronRidge January 5, 2011 291 Shell Lane Willits, CA 95490 page 1 oft Attn: Mr. William Kim, Chief Executive Officer Subject: XRL Rail, Roof Flush Mount System —. Structural Analysis Dear. Sir: We have analyzed the subject solar panel support system and determined that, for the configurations. and criteria described below, it is in compliance with the stru. tural requirements of the referenced Building Codes. Reference documents, by 1ronRidge: Exhibit A<- attached Codes: ASCE/SEI 7-05 Min. Design Loads for Buildings & Other. Structures ;International Building Code, 2006.4 20.09 Editions -'Aluminum Design Manual, 2005 Edition The XRL rail is an extruded aluminum section with an overall depth of 2.00. in. and a net area of 0.456 sq.in. The;rails are used to support solar panels, typically; on the -oof of a -building. The. rails- are clamped to aluminum angle brackets that are either attached di-ectly to the roof framing or attached to a stand that is screwed to the roof framing., The rails -are mounted.across the slope with a small clearance (flush mount) to the underlying roof structure. The. installed solar panels are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple flexure of the rails. The maximum span of the rails is governed by either the-niid-span flexural stresses or the deflection requirement that the.rail not come into contact with the roof. The maximum allowable spans for the rails are shown in Table l below. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "XRL Solar Rail [nstallation Manual" by IronRidge and generally accepted standards of construction pra-.tice. The adequacy of the supporting roof framing :is to be.determined by others. -Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge Mr.William Kim XRL Rail, Roof Flush Mount System — Structural Analysis January 5, 2011 page 2 of 2 Note — Tabulated values are based on the following criteria: 1. Roof wind zone 1 5.2 in. clear between roof and rail. 2. Building mean roof height = 30 ft. 6. End cantilever span = 0.40 x adjacent interior span 3. Roof slope = 6 in. per ft. 7. No rail splices in end spans 4. Solar panel long dimension = 67.5 in. S. No rail splices in the middle 1/3 of interior spans Please feel free to contact me at your Respectfully yours, Bruce Swanney, P.E. Special Projects Engineer iencgif4u.,�ave any questions. r No. C 5464 * .Exp.. l' glFQFpt\FO�� 1•S �'� Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -2- Table 1- MAXIMUM SPANS XRL Rail Wind Speed Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf Category B 90 8'-0" 714" 6'-0" 5'-6" 5'-0" 100 81-010,7'-0" 6'-0" 5'-6" 5'-0" 110 7'-6" 7'-0" b'-0" 5'-6" 5'-0" 120 7'-0" 7'-0" 6'-0" 5'-6" 5'-0" 130 6'-6" 6'-6" 6'-0" 5'-6" 5'-0" 140 6'-0" 6'-0" 6'-.0" 5'-6" 5'-0" 150 5'-6" 5'-6" 5'-6" 5'-6" 5'-0" Category C 90 7'-6" 7'-0" 6'-0" 5'-6" 5'-0" 100 6'-6" 6'-6" 6'-0" 5'-6" 5'-0" 110 6'-6" 6'-6" 6'-0" 5'-6" 5'-0" 120 6'-0" 6'-0" 6'-0" 5'-6" 130 5'-6" 5'-6" 5'-6" 5'-6" S'-0" 140 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 150 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" January 5, 2011 page 2 of 2 Note — Tabulated values are based on the following criteria: 1. Roof wind zone 1 5.2 in. clear between roof and rail. 2. Building mean roof height = 30 ft. 6. End cantilever span = 0.40 x adjacent interior span 3. Roof slope = 6 in. per ft. 7. No rail splices in end spans 4. Solar panel long dimension = 67.5 in. S. No rail splices in the middle 1/3 of interior spans Please feel free to contact me at your Respectfully yours, Bruce Swanney, P.E. Special Projects Engineer iencgif4u.,�ave any questions. r No. C 5464 * .Exp.. l' glFQFpt\FO�� 1•S �'� Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -2- MATERIAL RNISH PROPRIETARY AND CONFIDENTIAL ZONE REV. REVISIONS DESCRIPTION I_DATE APPROVED • pM,..S"E IN INCHES.' iXEafp TIONWlf WT SDRANa0191NEMZPROPOtTYOE TOLFRAHCES: J - •/-.las• R Wtlol Rete 091 HV ANGLES:./ -1.9 IPab®GEaC Axr REvl✓Ofluernxa RARE ORA9AWM0.EYIIIHQR TIE Yl9REx REA1090NOf 1a0 BEA9 at 19 FROIIBDEA Panel Mounting System End Clamp �. IV VARIES DETAIL 2 SCALE 1 :,1 -Roof Mount XF Panel Mountiny ,3yw%v,, I - Mid Clar V SLOPE - DETAIL 1 } SCALE 1 . 4 _ . PLAN VIEW F SCALE 1:40 DRAWN OROldR � CHECKED DRG6M / AENG APPR. MFG A-AIRONRIDGE ' oP• XRL Roof Mount COMMENTS: DWG. NO. SCALE REV. EXHIBIT A - page 1 of 3 DE NOT Ol E DRAWING SCALE:I:LO WEIGHT: SHEET IOF3 EMINNEEMENEENEENIN ■E■■■■■■■■■■■■■■I E■I■■■■M■■■■■■®®I wo ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ DETAIL 2 SCALE 1 :,1 -Roof Mount XF Panel Mountiny ,3yw%v,, I - Mid Clar V SLOPE - DETAIL 1 } SCALE 1 . 4 _ . PLAN VIEW F SCALE 1:40 DRAWN OROldR � CHECKED DRG6M / AENG APPR. MFG A-AIRONRIDGE ' oP• XRL Roof Mount COMMENTS: DWG. NO. SCALE REV. EXHIBIT A - page 1 of 3 DE NOT Ol E DRAWING SCALE:I:LO WEIGHT: SHEET IOF3 MATERIAL RMSH PROPRIETARY AND CONRDENTIAL 1ZONE I REV. REVISIONS DESCRIPTION DATE APPROVED dMENS.O MEu11NC125. iME NiCN11�TIM CONWW N THIS MftlO rS TIE SCIS FROPSM OF wlr<v�NCEc: xx •a.lu. RE wlwlaebale 09-1 HV I.A MIOMRIDGE NG UIY REDROWCIIpMNVARIWL4AWMOlE WTTI0VI TIE WfOTEII PERIIIHMOFMOSMIKC ISFROHM EP PANEL MOUNTING SYSTEM END CLAD!" FLASHING ROOFIN (BY OTHE EXHIBIT A - page 2 of 3 PANEL MOUNTING SYSTEM MID C' """' DETAIL B SCALE 1 :5 DRAWN 08060B CHECKED oaoo-m ENG APPR. 0G APPR. Q.A. COMMENTS: DO NOT SCALE DRAWING DETAIL A SCALE 1 :5 SCALEA:30 I WEIGHT: I SHEET 2OF3 MATERIAL RMSH PROPRIETARY AND CONFIDENTIAL ZONE REV. REVWONS DESCRI"ON DATE APPROVED DIMENSIONS NTE IN INCHES. iNE INEOIONTpN C011EAWEDWTMISOMWINOI9TXE 901E PRWFAITOi • 10UE NCES: AX:/ R WII01Reb0a W 1 HV • u+c1ES:.�. i.s OE0INOJGEOK IiM'Ft'➢ROOIICEp11N PARI0n 1S�Y010LEWI1INOIRIIIE wIdEEEN " PEAE0990 wm,iEA we 19PRONB0F0. XRL RAIL - ' \ ROOF FRAMING (BY OTHERS) _ DETAIL Y C SCALE 1 J DRAWN 090641 o9 CHECKED oam " ENG APPR. MFG APPR. XRL RoofMount O.A. COMMENTS: SIZE DWG. NO. ^ REV. EXHIBIT A - 3 of 3 _ NOT °' page SCALELE DRAWING SCALE:I:70 WEIGHT: SHEET 30F3 Starling. Madison - Lofqullst, linc. o ns -u t i ng S.�Iru:clura,l n,d,f'orc-:ngic.,t*.n.gi:..-fi�ive.,rs .5224South '39th Street, Phoenix,. Arizona -85.040., tel: (6.02) 4394500 fdx:(602) 438-2505 wwwesMle no.corn. IronRidge July 010 29.1, Shell Lane, Willits, CA. 95490 'page 1of 2 Atter -Mr.William Kim, Chief Executive Officer Subject:. IronRidge Flush Mount System — Quick Mount PV Anchors Dear Sir: This letter is a supplement dment to our a standard' letter fort the . I . TonRidge Rail'.R66f Flush Mount: System to address the requirements for use with Quick Mount PV Anchors We have reviewed the Test Report.fbrIhe.QMPV.ahchot prepared by Applied Materials* Engineering; Inc. (AME) dated Oct6bef'29,,2008. We have reviewed- loading and anchorage requirements for the'l . ronRidge Roof Flush Mount, System for both, the XR$ aii&XRL rails And determined that, subject to the.liffiitatiohs outlined below, the QMPV is ' -A sui': . able anchorage` system for the. IronRidge Roof Flush Mount System. The structural'element-,of the QMPV anchor is a standard 5/16"dia. lag screw with threaded top for 5/16" ­ hdx, huts. The . AME report indicates the failure mode e is lhdllouvoff the e anchor from the wood. framing. Approved allowablevalues for pullout of lag. krews are obtained from the IQ05' National bes-ign Specifications. for Wood Construction (ANSI/A'F&'PA NDS -2005). The, basic, value..,fot a 5/16" dia. 169 screw: installed in DFL#2 timber (G-0.50) is, 266 lbs per inch of thread penetration. The QMPV lag screw: has. an effectivethreaded length 4127' and a Duration _of Load factor of 1.6.is-permitted for windloads. Therefore, the allowable Wind uplift load = 266:x 2 .7`x:.1.6 =1150. lbs., Starling.Madison Lofquis4 Int.. Consulting Structural and ,FontnsicIE n- gineers IronRidge July 6, 2010 Mr.William Kim IronRidge Roof Flush Mount System — Quick Mount PV Anchors page 2 of 2 The loading and anchorage requirements for the IronRidge Roof Flush Mount System shows that 1150 lbs is adequate anchorage in all roof zones for following load conditions: XRS Rail, Exposure B: Wind Speeds up to 120 mph, max building height = 60 ft Wind Speeds up to 130 mph, max building height = 30 ft XRS Rail, Exposure C: Wind Speeds up to 100 mph, max building height = 60 ft Wind Speeds up to 110 mph, max building height = 45 ft XRL Rail, Exposure B: Wind Speeds up to 150 mph, max building height = 60 ft XRL Rail, Exposure C: Wind Speeds up to 130 mph, max building height = 60 ft Wind Speeds up to 140 mph, max building height = 45 ft Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Bruce Swanney, P.E. Special Projects Engineer Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers .2- Wiley,- Electronic9-LLC Washer,. Electrical Equipment Bond . WEEB' - ... .f ... Patent Pending' ' INSTALLATION 'INSTRUCTIONS; - -,tn For lonRidge �. Please'read carefully' areful) before installing. t. ; .. WEE, B -DMC 4 WEEBL-6.7 WEEB Bonding J6mper-6.7 • _ Cs t9 Inwrtelk Products are'tested to UL 467 ' 3098197' _ UL standard for safety grounding and bonding equipment Document Number 104-0404-000039-000' Wiley Electronics LLC.-2006-20100=A_II'Rights"Reserved WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminum, galvanized steel, steel and other electrically conductive metal structures. Standard Top Down Clamps The WEEBs used for bonding the PV modules to the mounting rails are compatible with various cross-sections of module frames. The following are examples of module frames that are compatible. Notice that the WEEB teeth are positioned completely under the edge of the module frame. The following is an example of a module frame that is incompatible with the WEEB. The WEEB teeth are positioned only partially under the edge of the module due to the lip on the top edge of the module.frame. '-T Wiley Electronics LLC. 2006-2010© — All Rights Reserved Top Down Clamps for:Lipped Modules The following are a few variations of lipped solar modules mounted with inverted U-shaped clamps. Notice that the force which the inverted U- shaped clamp exerts is in' line with. the WEEB teeth. - t r FF� OKt. F• -Low-LippedModule _ - WEEB=DMC is not compatible {with high lipped, modules. The WEE B- . • teeth .do',:n'ot inters6ct with the solar ,module frame: kF High -Lipped Module r -s Wiley Electronics LLO.. 2006-2010© —All, Rights Reserved r 9 t SYSTEM OVERVIEW Use WEEB-DMC to bond ...J.,... —,4..1-- ♦.. ..,,...,d. J.. equipment ground conductor Important notes: 1. Use general. purpose anti -seize compound on fastener threads when installing WEEBs. 2. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Wiley Electronics LLC. 2006-2010© — All Rights Reserved WEEB-DMC ASSEMBLY r _ ' Inverted'U-• Mid clamp shaped mid -clamp. , � r - WEEB-DMC R - WEEB-DMC Pre -assemble WEEB-DMC to mid clamp assembly�as' shown: Pre -assembling WEEB-DMC to mid clamp assembly will contain the small_ individual parts., reducing the possibility of losing parts during installation. , • - • _ x -'Z ir. •�' +'fig i • i : Assemble end clamp jo _ F . manufacturer's specification. • R Wiley Electronics LLC..2006-2010©-Aq:Rights Reserved Slide pre -assembled ' WEEB-DMC and mid c assembly into position. Slightly lift solar module and slide WEEB-DMC and mid clamp assembly into position. WEEB teeth will automatically be aligned under the edge of the module when mid clamp assembly is correctly installed. Important note: To correctly install mid clamp assembly, ensure that the bolt is perpendicular to the mounting rail and both sides of the solar modules are completely positioned against the mid clamp. Refer to WEEB compatibility page for illustrations. Wiley Electronics LLC. 2006-2010© — All Rights Reserved 9 ® Important note: WEEBs are for SINGLE USE ONLY! Do not torque fasteners down if position of solar modules is not finalized. Only slighty tighten fasteners to keep modules in place.. When.position of solar modules is finalized, tighten fasteners to 10 ft-Ib / 13.5 N-m using, general purpose anti-seize compound on threads. WEEB-DMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC C X R = 4 X 1 WEEB-DMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC CXR=5X1 WEEB-DMC NEEDED = [C+1] X R = [5+1] X 1 = 6 Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Wiley Electronics LLC. 2006-2010© — All Rights Reserved WEEBLUG'ASSEMBLY WEEB teeth towards rail . Slide'bolt to desired position and slip bolt through WEEB-6.7 WEEB-6,7' r _ F 1tir Install WEEBL-6:7 assembly and,torque fasteners to 10 ft -Ib / 13.5 " N -m using general purpose anti -seize 'compound on threads Important note: WEEB-6.7 that sits under the WEEBLug is for single use only. Ensure position is correct before'tightening down. :.Wiley Electronics LLC.. 2006-2010©—All Rights Reserved ' 0 Wiley Electronics LLC. 2006-2010© — All Rights Reserved It IRONRIDGEPtLIC�E KIT ASSEMBLY'' EMBLY' S The flexible WEEB Bonding Jumper can be mounted in different ways shown below. Torque to 10 ft -Ib / 13.5 N -m using general purpose anti -seize `-compcund on threads. WEEB Bonding Jumper - Torque to 10 ft -lb / 13.5 W -m using general purpose anti -seize compoundon - threads: WEEB Bonding Jumper Route WEEB Bonding Jumper as shown above if edge of solar module lands between two splice rails. -Wiley Electronics LLC. 2006-2010© -All Rights Reserved , LOW -LIPPED MODULE INSTALLATION Wiley Electronics LLC. 2006-2010© — All Rights Reserved uickount-MPVA You, r.Solu'tion in Mo'unting Products, Solar o HZO e Conduit o HVAC Custom Curved Tile Mount Specifications All Patents Pending Racking of Choice (Not Included) (E) 18"x 18" Curved -Tile EPDM Rubber Counter Flashing Flexible Aluminum Flashing Cut Tile 4 5/16"-18 x 1"Machine Bolt (Sainless Steel ) For Rack Attachment 5/16"Split Lock Washer (Stainless Steel) (Not a theft -prevention featw 5/16" ID Fender Washer (Staimless Steel) 5/16"-181D x 1 1/4 -OD Sealing Washer (Stainless Steel) Field Applied Appropriate Sealant 1 1/4"x 5 1/2"Aluminum Post 5/16"x 3/4" Grade 8 Bolt CastAluninu Base a " Peel and Stick lashing - Under paper above Fj r, (E) Batton Installation TooklRequired: (E) Plywood Sheathing "r Tape Zeasure 7* Drill with 1/4"wood bit (E)TarPaper I i` Ratchet w/ 1/2" Socket Caulkig Gun, t.. Lip ofrleto, 1Tube&AppropriateSealant i { Center of Post • 301b fE It paper " (E) 2 x Rafters r Wisk Bloom /Vacuum j. � � a 2 each 5/16 x3" L_a_g Bolts '" , Roofer-: Bar/ Shingle RRe j Lag Bolt Specifications ' Specific � 5/16" shaft 5/16" shaft MEMO gravity 3" thread depth 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce (MSR 1650 f & higher) .46 705 235 Hem, Fir .43 _ 636 212 Hem, Fir. (North) .46 705 235 Southern Pine .55 _ 921 307 Spruce, Pine, Fir .42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources: Uniform Building Code; American Wood Council Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. 3) See UBC for required edge distances. "Note: To maintain waterproofing of substrate it is important to make sure the Peel and Stick Flashing is properly placed over the Mount Base, and under the course of paper above. If the paper above does not reach due to layout, place an additional piece of roofing paper over the Peel and Stick and under the next course of paper above. (See instructions page 4) Know Your Roof It is a good idea to do a thorough roof evaluation prior to your project installation. At this time you should do a layout cn the roof confirming everything on the drawing will fit as it is intended. Any irregularities should be noted now, so that you can deal with them simply :)n install day. The quality of the roofing should be determined, so that any repairs or replacement can happen before or in conjunction with the installatia.i. Remove a tile and see what is underneath. On a tile roof it is important to know as much as possible about: the manufacturer of the tile, the size of the tile, age of tile, type of substrate (plywood or oriented strand board [OSB]) the rafter size and spacing, age of roof structure, who roofed it, who built it, Etc. Photos should be taken of all of the roof variables and associated with the job file for any future reference either short germ or long. If the roofing manu- facturer is known, it is then easy to obtain the written manufacturer's installation instructions for the roofing materials you are dealing with. Typically the tile roof manufacturer puts a stamp of some sort on the back of each tile. This stamp can be defined by the roofing yard: or by a little on-line surfing. The manufacturer's instructions will spell out exactly what does and does not void the warranty of their roofing product. Officially, the roofing manufacturer's instructions supersede our instructions, as our product is weaving into theirs. It is also important to have their instructions in the job file, for any future reference. Product Selection The Quick Mount Curved Tile Mount is intended to fit within most curved tile roof systems, as well as most flat tile systems. Specifically it is sized to fit within a standard 12" wide x 17" tall concrete tile roof system of either standard weight or light weight, and flat or curved. It is used on Flat Tile roofs when the engineer or building department requires rafter mounting. It is used on most any Curved Tile roof and rafter mounted as a standard. Height extensions are not for use with this product. Custom lengths can be ordered. (Coming Soon: Curved Tile Instructioral Video at www.quickmountpv. com/tech.php) Waterproofing On a tile roof it is actually the building paper below the tiles that is waterproof. The tiles are considered water resistant. It is assumed that water will travel under the tiles. The tiles are there for aesthetics, thermal absorbtion, and to protect the building paper from UA, and the elements. It is impera- tive to follow standard roofing practices with the paper. The Peel and Stick Flashing that we provide needs to go over sur Mounting Base Plate with 1" minimum sticking to the roof paper below the mount. On the top side of the mount, the Peel and Stick must extend ur-der the existing lap in the paper course directly above the mount. In the common occurrence that the paper is too far up the roof to reach, you must supply and install another piece of building paper (usually 30 Ib.) under the row of paper above, and over the top 2 inches of Peel and Stick Flashing. This paper should be wider than the Peel and Stick Flashing, and either stapled down or nailed. If a baton board is in the way, pry it up and slip the paper Lnder the baton. How Many Mounts Per Module? There are two questions that must be asked when adding anything to a roof. 1. Can the roof / building / foundation handle the additional load? 2. What is to keep the new load from blowing away? It is assumed that a licensed solar installer can answer these ques- tions. If he / she can't, he / she will need to find somebody that can. A licensed engineer is the easiest solution. Some of the racking manufacturers have guides to calculating a code compliant install as well. Many variables must be considered and determined to complete the calculation. The spacing between mounts has the variables of: strength of rail, distance between parallel rails, cantilever of modules over rails, pull out strength of mount, slope of roof, height of roof, wind zone, roof type, structural integrety of roof framing, etc. The only val- ues in the variables above that we can provide is pull out strength and shear of mount. We provide structural test reports on all of our mounts as needed. You will need to do the calculation of variables as you are the only one who knows them all. Further Resources In the process of all the research we have done, we came up with what we call the "Wheel of Accountability". It is a graphical look at the many official entities that govern how waterproofing should be done. At our web site you can click on any wedge of the wheel and get the code snippets that pertain to that entity's focus on roof penetrations. Please don't hesitate to use it to your advantage. And of course if you have any feed back pro or con, let us have it. Take photo's of your jobs using Quick Mount Products and submit them to us, we'll put them up in our web gallery. Submit them to info@quickmountpv.com Subject - Gallery Photo 2 Product Includes The units are sold in 12 packs. Each 12 pack includes the mounting hardware, the mount, the substrate waterproofing, and the flashing to install 12 mounts, with written instructions. Sealants It is important to put a compatible sealant into any and all holes drilled into a roof. Most roofing manufactures list a suggested, ap- proved sealant in their specifications. In the freeze -thaw zones, it is important to follow the man.1facturers' rules for freeze -thaw conditions. Use the properly rated sealant for each specific appli- cation and condition. Some that may be more appropriate for as- phalt/composition roofs include Geocell 2300 and ChemLink M-1 but be sure to do your own resea_-�ch to confirm a compatible and appropriate sealant with the materials you are working with. International sn National Building Roofing Code State Contractors Building Association Code Asphalt Roofing Manufacturers Q Association International Residential A H J� Code Authority Sheet Meta l& Having National kP Air Conditioning Jurisdiction Fire Contractors' Protection Q National Association LL ZAssociation OSHA Z International Code 9 Council Underwrite6 Ile Laboratori+s F9 UL 5/16-18 x 1" SS Machine Bolt 5/16" SS Split Lock Washer Racking of Choice fT ' (Not a theft -prevention feature) (Not Included) 9 _ .da— 5/16" x 1" SS Fender Washer L__ EPDM Rubber ID 5/16" ID x 1 1/4" OD Counter Flashing Sealing Washer \1 1/4" x 5 1/2 Aluminum Post. Flexible Peel and Stic Aluminum 12" x Flashing 1 5/16" x 3" Lag Bolts Cast Aluminum Base Plate 1 5"x3.5"x0.5 1 �! _\5/16"-18 x 3/4" Grade 8 Bolt PROPERTY OF QUICK MOUNT PV • ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED 18.00" 18.00" molded as if on two roof tiles uIck Mount DY CURVED TILE MOUNTING INSTRUCTIONS RAFTER INSTALLATION Remove Tile at selected location of Mount. F � t � ^ l T }� 4 s: a C &r s JJ Locate center of rafter and Mark with a felt pen. Use a straight edge and measure up 6 5/8" from bottom of tiles to center of the Mount, over the center of Rafter: ' Drill 1/4" pilot hole. Place Machine Bolt under Carefully clean the building paper then install Peel Base Plate in hex slot, threads pointing up. Lag and Stick Flashing over stud and up roof to lap Base Plate into Rafter on Marks. under the next row of base paper flashing. Install Post onto stud. Make sure Peel and Stick Place Aluminum Flashing into position over Post slides under existing building paper. & bend to contour of tiles. Apply Sealant around cone to Post. Slide on EPDM Counter Flashing. Seal top of Post with 1 1/4" Sealing Washer. For Questions Call 925-687-6686 www.quickmountpv.com QWPV-Curved-Tile-Install 4 Take care to do a quality installation — see im- portant notes *(below) and **(pgl). Firmly press Peel and Stick Flashing to Base and paper; work from center out removing any air pockets. You are now ready for the rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Please consult the roof manufacturers' specs and instructions prior to touching the roof. * Make sure the Peel and Stick is firmly adhered and that all the air bubbles are pushed out. • IRESP.EI TiT,HEIROOFJ info@quickmountpv.com January 2011 980 `41� Street Tel. (510) 420-8190 Oakland, CA 94608 FAX (510) 420-8186: e-mail info@appmatrig oom x November 20, 2009 Mr. Stewart Wentworth QUICK MOUNT PV 936 Detroit Avenue, Suite D Concord, CA 94518=2539 Subject: Curved Tile Mount Load Testing Dear Mr. Wentworth: Project Number 109603C r As requested, Applied Materials & Engineering, Inc. (AME) has completed load -testing Curved Tile Mount for shear and tensile strength. The purpose of our testing was to evaluate the tensile and shear load capacity of Curved Tile Mount Hardware attached to a 2"x411 Douglas Fir rafter. SAMPLE DESCRIPTION Six (6) mockup samples were delivered to our laboratory on November 12, 2009. Mockup configuration consisted of three:, 16" long rafters at 7"o.c.', screwed to 1/2" OSB sheathing: The Curv:d Tile Mount is attachedthroughthe OSB into the rafter'with two 5/1611x3" lag bolts. Drawing showing the sample makeup is provided in Appendix A. TEST PROCEDURES & RESULTS J' 1. Tensile Strength Three samples were tested for tensile strength on November 17, 2009 using a United Universal testing . machine. Samples were rigidly attached'to the testing machine and a tensile load was zpplied to the 5/1611x111 machine bolt connected to the aluminum post. The samples were loaded in tension at a constant rate of axial deformation of 0.05 in:/min.4'ithout shock until failure. Detailed results are provided in Table I. Test setup and typical failure mode are provided in Appendix B. Based on these results, the average tensile strength of the curved tile mount in Douglas Fir rafter was determined_ 'fo be 2993 lbf. , r. 2. Shear Strength Three samples were tested for shear strength on November 18 & 20, 2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load was applied to .the 5/1611x111 machine bolt connected to the aluminum post. The samples were loaded in shear at a constant rate of axial deformation of 0.30 in./min. Detailed results are provided in Tab:e II. Test setup and typical failure mode are provided in Appendix B. Based on these results, the avenge shear strength of the curved tile mount iii Douglas Fir rafter was determined to be 691 lbf. Page, l of 9 Mr. Stuart Wentworth Project Number 109603C QUICK MOUNT PV QMTMH Tile Mount Hardware Load. Testing ` November 20, 2009 TORQUE SPECIFICATIONS 1.5/16"x3" Lag Bolt We are recommending a torque specification of 20 to 25 ft -lbs on the 5/16"x3" lag bolt. Moisture cycling in wood prevents the torque from being a fixed value. The above torque value was established through trial and error method. 2.5/16"xl" Grade 2 Machine Bolt We are recommending a torque specification of 10 ft -lbs on the 5/16"xI" Grade 2 machine bolt. The torque specification is based on proper seating of the 5/16"x1-1/4" sealing washer. 3.5/16"x3/4" Grade 8 Machine Bolt We are recommending a torque specification 25 ft -lbs on the 5/16"x3/4" grade 8 machine bolt. The torque specification is based on commonly accepted SAE J429 grade 8 bolt standards. If you have any questions regarding the above, please do not hesitate to call the undersigned. Respectfully Submitted, APPLIED MATERIALS & ENGINEERING, INC. e!��-�ohammedl&t az Laboratory Manager Page 2 of 9 2 � � �yr".'`"£•``. '[='jjyy '`-n,.-'-.a � 4�� �'�r�T`:�g,' �...!"["�xh "4Y;♦'1'^��`i:2J.C_ � c{ - -� x.. - ?=.x:�w -_�.,� Rt ♦:Y7m'�i�, tK;i-1 V..a �'-.+ut t ��aa 'n�i",`♦,+'.y: w ]"'.� � .� <r ��l�,y'W��y� iy-"v'^-'Y".srY y!%G, y4i a J ,,�,..�„�.,�; � .,��=Y�. _u�, �r�. Y. "^C'-'C'J. ti,N:ti"�:v C^z.4 u •Ck -- C aL .cam 7' i k n'* 4 f -� �iJLTI1VIATE=�-�•�_.�,� ^.. z �i c `T 2 p. ' z +-�-1 14 f{.. `tom` ` „y"> � "7 J x�'ko4L�SC.� 3�' a�, 4 �� �'� +1"i'+'y.�a h. �x�;�,�..,w• _ ,�����: ���,, r7� .E'-':- �-s"•- n'�•.C�c-six„_'sr.£t"s�n....-.t .��...H-r„_, _ �.,�.�v`'f _ .. � f �♦.'n` h,. � '.^"Y��.=?'�''. �3 Y.= ':i� l.a.:'y[.,x�''r:-„,-. spa .'Yr.F. c.r. rz \l,:r'.<r:;:,c:..., 3:'"�s �'`; .�6 �. ... �:�'�.rt't.�-' _xCF _ _.::.\--.-...4' Ft: N,.:.c:.:: sref'r !,{.r :: Sa.['^4i`:�^.',�^.4,.��n.-... rr., _ _ �. :5 S. ry��i?�.•N-n _- s <v -.�e ?-k�,�F.:�,'�"ti.._ .._:. }" ��'�:a .-...Y.-. _ - .7 .U�Y,: 74•.� ls... �fS.L.a a�.Lct ?r4`i�'`� 4zrf x4 -.a _�vc�Y-.etc�'3',c�� =. e: - •':� �`.E'is `c�'�`-:..s= �`�)� _'£''y-.7•'•Y:Yp=j �+��^+,�. � �'[I'� :2� �: 1^” ��?c. "Y,'�YI��i. '�'te='a :G:'��r, �-e.�v ^r'Fc. .vF�y�': .%�. X4 .�^� r.4A'� y i::,,�E. �firiA�'•?S"'iH3v �.'�ei'"�2''� �2. i�i� x> %�'�:' 1G-cY•AFa�`.�5� �n�{S� 5 �%'�:£ n'iCtS v.�� �.1=-.`-�i!� on�i6� k��� r ��:,,^*x-4•i��i•`e T=1�f ` ' ' { `5/16"xY lag`bolt in, . �/ • Douglas Fir 2856 _ • • fA -.! �A7• .iµ �'_ rafter ulled out: �' i T-2 Douglas Fir. 2892. ::.•! , y ". A5/16"x3lag bolt in-.„' rafter :. _ ulled out ! lag bolt in . T-3' Douglas Fir; 3231-5%16"x3" : rafter ulled out . ,AVERAGE y' .. l 2993 I , , �',; ry wt - rt •_... t'p ,fi ' 1. . �/ • . t'-- Y� -.! �A7• .iµ �'_ � •. - `r,•. r* ,..,, 1!' 1'"i '`ix � _. �' ... a -r .1 ,Rr '" t � f O� ' Page 3 of 9 y �. TABLE 11 , CURVED TILE MOUNT SHEAR LOAD TEST RESULTS PROJECT NUMBER 109603C 0 k Page 4 of 9 I -A ULTIMATE wn HN.xz����FeAILURE E MODE M.- Pa.. I, 5/16"x3/4" machine bolt S-1 Douglas Fir 660 bent at base plate 5/16"x3/4" machine bolt S-2- Douglas Fir 689 bent at base plate 5/16"x3/4" machine bolt S-3 Douglas Fir 725 ' ' bent at base plate AVERAGE ... 691 k Page 4 of 9 I U0l CURVED TILE MOUNT SAMPLE MAKEUP DRAWING PROJECT NUMBER 109603C k TT Your Solution in Mounting Products Solar • FLO • Conduit • HVAC • Custom Curved Tile Mount Specifications 5/16'x 1' Machine Bolt (Stainless Steel) For Rack Attachment 17 Racking of Choice Installation Tools Required: 5/16' Washer (Stainless Steel) (E) 12'x I7'a,rhed-Tile All Patents Pending 5/16'x11/4' Sealing Washer (Stainless Steel) EPDM Counter Flashing Ratchet wl 1/2' Socket Field Applied Appropriate Sealant ' Flexible Aluminum Flashing 1 1/4'x 5 1/2'Aluminum Post Cut Tile 3016 felt paper Wiskbroom/Vacuum 1(E)2xRafters Roofers Bar /Shingle Ripper 5/16'x 3/4'Madline Bolt (Stainless Steel) Cas'Alurrinum Base Plate \(E) Plywood Sheathing (E)Tat Paper 6' Lipof Tile to Celle of Post _2each5/16'x3'-Lag clts. Lag Bolt Spec ificatio as Specific 5/16' shaft 5/16' shaft gravity 3' thread depth l' thread depth Douglas Fir, Larch .50 798 266 Douglas Fir. South .46 705 235 Engelmann Spruce (MSR 1650 f & higher) .46 705 235 Hem. Fir .43 636 212 Hem, Fir. (North) 46 705 235 Southern Pine .55 921 307 Spruce, Pine. Fir 42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources: Uniform Building Code; American Wood Council Notes: 1) Thread must be embedded in a rafter or other struchiral roof member. 2) Pull-out values incorporate a 1.6 safety factor recommended by the Americen Wood Council. 3) See UBC for required edge distances. -Note: To maintain waterproofing of substrate it is important to make sure the Peel and Flashing is property placed over the Mount Base, and under the course of paper above. the paper above does not reach due to layout, place an additional piece of roofing paper the Peel and Stick and under the next course of paper above. (See instructions page 4) Page 6 of 9 Installation Tools Required: Tape Measure Drill with 1 /4'wood bit Ratchet wl 1/2' Socket lr Caulking Gun ITube of Appropriate Sealant 3016 felt paper Wiskbroom/Vacuum 1(E)2xRafters Roofers Bar /Shingle Ripper CURVED TILE MOUNT TEST SETUP PROJECT NUMBER 109603C Figure 1. Shear Test Figure 2. Tensile Test Page 8 of 9 CURVED TILE MOUNT TYPICAL FAILURE MODE PROJECT NUMBER 109603C Figure 3. Shear Test Typical Failure Mode ' F . Figure 3. Shear Test Typical Failure Mode '