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Report • • c-f51'ZeZ2/-6o i�at�-1:7i,eet 4 / � RECEIVED 78 /stiff Enphase Microinverters JUL 19 ZOO Region:AMERICAS OF TIGARD IUILDING DIVISION The high-powered smart grid-ready Enphase Enphase IQ 7X Where dramatically simplifies the IQ7X r installation process while achieving the highest ACC system efficiency for systems with 96-cell modules. Part of the Enphase IQ System,the IQ 7X Micro integrates with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase EnlightenTM monitoring and analysis software. The IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved,lighter two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) ION Efficient and Reliable • Optimized for high powered 96-cell*modules • Highest CEC efficiency of 97.5% • More than a million hours of testing • Class II double-insulated enclosure • UL listed Smart Grid Ready ' 1 • Complies with advanced grid support,voltage and frequency ride-through requirements ` • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) (DI *The IQ 7X is required to support 96-cell modules. CERTIFIED SA FED,US G E341165 To learn more about Enphase offerings,visit enphase.com EN P H AS E. • Enphase IQ 7X Microinverter INPUT DATA(DC) IQ7X-96-2-US and IQ7X-96-B-US COMirOtIf4odule parrn 320W 460:W.4-: .44/41:„NfAc.„ •-;?;;;E:?.''''0.1%::::„1,,,:, .4404;4*. Module compatibility 96-cell PV modules 1"iihiurn Inpuf D604:0:0 "1"46.*-4.449t14';- Peak power tracking voltage 53 V-64 V op*Orgoiange. • 1$0,)•;KISW'' - Arg.0440, • Min/Max start voltage 30 V/80 V Max DC short circuit current A ,14,01.71 Overvoltage class DC port II DC port back feed current 0 A 2.10 ,IMP PV array configuration 1 x'I ungrounded array,No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) Peak output power • 2PVA '','":22firMC411111110 Maximum continuous output power 315 VA Nominal(L-L)voltage/range2 • 1-264 V 208V/183-229V 429 • • :1•',:-;--16;44444;tej Maximum continuous output current 1.31 A(240 VAC) 1.51 A(208 VAC) Nominal frequency Extended frequency range 47-68 Hz . . AC short circuit fault current Over 3 cycles . . Maximum units per 20 A'I I)branch circuit3 12(240 VAC) 10(208 VAC) Overvoltage class AC port ffi • ttNttt„';!5rtte:r„ tt•-t.„„fgri- AC port backfeed current 0 A Power factor setting 1.0 2 Power factor(adjustable) 0.7 leading 0.7 lagging EFFICIENCY @240 V @208 V Weighted effinfen4 . • . 97.6i% • •• MECHANICAL DATA Ambient tom peretbre range, bi,t;,Otre •• ••-"; Relative humidity range 4%to 100%(condensing) 1,Arripilettottt4:UTX with agitfi1ibit1il-DC0;5'idark 7101:,,, Connector type(IQ7X-96-B-US) Friends PV2(MC4 intermateable). Adaptors for modules with MC4 or UTX connectors: -PV2 to MC4:order ECA-S20-S22 -PV2 to UTX:order ECA-S20-S25 Weight 1.08 kg(2.38 Ibs) I qpinntw Aluf: 4,44,440t hirgiOd. .,:a,;44.40. 1;"4A" Ijg Approved for wet locations Yes , • r .4*tft&t.„,,, •,fr.t•'.•t 'tt,t'ttrt'trtt::: ""':':''tt"t'N•tt „tottftttl •tr.y.t,,,tetAfttittft-t:. ..t..trt,fpreprtm Enclosure Class II double-insulated,corrosion resistant polymeric enclosure ii.67.7.7•" . <- ' 4C—W*0e FEATURES "bmunkatep ; 6',;:'i. :441;:Wint!!'"Y';',.0,6wer Line "' • Monitoring Enlighten Manager arid MyEnlighten monitoring options Compatible with Enphase IQ Envoy been evalbatq,d,aa4OPt;bYed by Pt-f414**1.00.10. :iiar, • •• „iff4p-i*Oliiktiotwjotp,69.0. :•• Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at https://enphase.com/en-us/su000rttmoduk-compatibilfiy. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com EN PHASE 20-i 8 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enplrase Energy,Inc. 2018-05-24 EverVo t EVERVOLP SOLAR MODULE BLACK SERIES Panasonic 360W/350W TRUST. BUILT IN. PRELIMINARY The Panasonic Advantage .q m Higher Module Efficiency " Superior module efficiency of 20.6%and 20%, respectively,allows maximum power production with less roof space.With one of the industry's lowest annual degradation rates, power output of at least 92% is guaranteed after 25 years. ---H TripleGuard 25-Year Warranty' `� 4 A long-term warranty is only as reliable as the company behind it. TripleGuard covers EverVolt panels for performance, product, parts and labor for 25 years.Whether in year three or year 25, your Panasonic warranty will be there when you need it. �� High Efficiency in High Temperatures Produce more energy throughout the day even '" e on the hottest days in the warmest climates. EverVolt solar panels outperform others when temperatures rise due to our industry-leading 0.26%/°C temperature coefficient. Heterojunction Cell Technology cora Half-cut cells with heterojunction technology minimizes electron loss, maximizes conversion efficiency,and produces considerably higher power output over conventional panels. TRIPLE GUARD '' Durability&Quality Assurance WARRANTY C , N-type cells result in minimal Low Induced qf degradation (LID)and Potential Induced tiA' degradation (PID),which supports reliability and " ` . longevity.As a solar pioneer for over 40 years, � Panasonic EverVolt solar panels are backed by innovation,experience and a brand you can trust. p. - Improved Performance When Shaded Continuous power production in shaded areas for greater energy yields and output.More sunlight absorption means more clean power to your home. Panasonic Life Solutions Company of America Alt Rights Reserved 0)202p COPYR GHT Panasonic Corporu0on Panasonic woktib '(eentPl.oza.Nowato NJ1)7702 Spec+f0000ns are subjecttochango without noti,e p.3nlc,om:HIT'd�u5.hanasomc.corn n a,pana s0nic.com/us/solar tL 702004DS-rlh EverVO t EVERVOLT0"SOLAR MODULE BLACK SERIES Panasonic LI 360W /350W TRUST. BUILT IN. 1. PRELIMINARY i ELECTRICAL SPECIFICATIONS taPERF PERFORMANCE WARRANTY 61.01 EVPV,360K EVPV350K' i Rated Power IPmaxP 360W 350W 98%' Maximum Power Voltage(Vpml 37 OV 36.4V � 92% Maximum Power Current hpm) 9.72 9.62 90% �/ ,i/i4i s 04/ 9 /a i i i � �,' /47 i i More Open Circuit Voltage Nod 44 0 438 5i / I1r3i'IVjp Temperature 103'7 1029 5 i 25years Coefficient)Pmaxl � -0.26%(°C Temperature Coefficient Nor) -0.24%/°C Temperature Coefficient(lscl 0.04%/°C 70% NQCI' 0 5 10 15 20 25 44°C!±2°Cl Panasonic Ca Conventional CRC Pl'C Rating f13D T'E10 Module Efficiency 20.6°i 20 0% DIMENSIONS Maximum System Voltage 1000V y 172132.5[67.7530.1] Maximum Series Fuse L5 A • zeD.11 eoz(31 s] .» 455 ln9l Watt Class Sorting .0/+5 .. + 0 .0[391 s 1 lFC1IANII ors €F1`,AT Oy.':? Junction Ban 3—part, 3 bypass diodes IP67 rated in accordance with IEC 62790 $ g 5tauhli MC4 PV-KBl4/KST414 mm2) $ Connector Type IN 0. 11 in accordance with IEC 62852 IP68 only when connected Cable Size/Type 4 mm2 solar cable,1.0 m+1.2 m _ ^qq 1130.2 m accordance with EN 50618 3[0.4330.8] Max Snow Load 1+11 146 psf(7000 Pa)` Max Wind Lead 1-12 83 psf(4000 Pa)" 9. [0.7830.081 '20.530.5 t.; \ r 1200[47] Dimensions LxWxH 67 8 x 4.0.0 x 1.21n 11721 x 1016 x 30 mm) r �. Weight 43.0 lbs(19 5 kg) .---- .. . 45[1.51 22.5[0.9] 621 33[24.5 30121 } Pallet Dimensions LxWxH 70 x 42 x48in + i d 30[1.18] Quantity per Pallet/ Measurements in mm[in1 33 pcs./1512lbs.(686 kg) Pallet Weight Quantity per 40'Container 858 pcs 'Test Load.Design Load should be multiplied by two thirds. DEPENDENCE ON IRRADIANCE --._-. OPERATING CONDITIONS AND SAFETY RATINGS 12 ..... Certifications IEC 61215:2016,IEC 61730:2016,UL 1703, to---- UL 61730,IEC 628041PID),IEC 61701(Salt Mist), ;3JV'`-' 5 a — -- IEC 62716(Ammonia Resistance), 11P..,,, d ..........-.._..._.. ISO 11925-2 UgnRabdrty Class El, s - , ___-- UNI 8457/9174(Ignitability Class 11. i 4 IEC 62782(Dynamic Mechanical Load), IEC 61215-"2:2016(Hailstone 35mm). 2 -- --- - AS4040.2 NCC 2016)Cystic Wind Load) • o Operating Temperature -40°F to 185°F 140°Cto85°L'I 0 10 20 30 40 50 Limited Warranty _25'Yrs Workmanship and Voltage[VJ Power Output(Linear) Reference data for model:EVPV360 Power Output in Year 1 98% Cell temperature:77°F 125°C) Annual Degradation 0.25% Power Output in Year 25 92% ��® NOTE:Values at standard test conduonslSTC:air mass AM1.5 Irradiance 1000W/m2,temperature 25o01 based on o U5 production spread with a tolerance at Pmax,Voc&Isc±3%within one watt class. •Maximum power at delivery.For guarantee conditions,please check our guarantee document. NOTE:Specifications and information above may change without notice. ••Installation need to be registered through our website www.panasonicusahitwarranty.com within 60 days in order to receive twenty-five(251year Product workmanship.Otherwise,Product Workmanship will be only fifteen . CAUTION!Please read the installation manual carefully before using the products. 1151 years. 'Equipment must be installed bye Panasonic Authorized,Premium,or Elite installer and registered at Used electrical and electronic products must not be mixed with general household waste.For proper www.panasonicusahitwarranty.com within 60 days in order to receive twenty-five 125)year TripleGuard warranty. treatment,recovery and recycling of old products,please take them to applicable collection points in °Refer to installation manual for detailed mechanical loading information accordance with your national legislation. •••1st year 98%,after 2nd year 0.25%annual degradation to year 25. Panasonic Life Solutions Company of America Alt RIghU Reserved 6.,2020 COPYRIGHT Panasonic Corporation Panasonic Two R1VErf tont Flaztst,N.work,NJ U71t1' Speo6cations are subject to change without entice panasonicHlTtO:u .panasonic.Com na.panasonic.comius/sola r R5200104[5-B85-r t 0 J 28357 Industrial Blvd. IRON RIDGE DECEIVE® Hayward,800-22 9523 CA 545 IronRidge.com JUL19 202 Attn: Corey Geiger, COO, IronRidge Inc. CITY OF TIGARD Date: July 16th,2020 3UILDING DIVISION Re: Structural Certification and Span Tables for the IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The contents of the letter shall be read in its entirety before applying to any project design. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic(PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards listed below,for the load conditions and configurations tabulated in the attached span tables. • ASCE/SEI 7-16 Minimum Design Loads for Buildings and Other Structures(ASCE 7-16) • 2018 International Building Code(IBC-2018) • 2019 Oregon Structural Specialty Code (OSSC-2019) • 2015 Aluminum Design Manual(ADM-2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for gable & hip roof profiles, and roof slopes of 8° to 45°. The tabulated spans are applicable when the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener). 2. The underlying roof pitch, measured between the roof surface and horizontal plane, is 45°or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. A clearance from the underside of the array to the roof surface of 2" minimum shall be provided and the height of the array,the distance from the module top surface to the roof surface(defined as h2), shall not exceed 10". 5. Module length and area shall not exceed the maximum values listed on the respective span tables. 6. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount Installation Manual and other applicable standards for the general roof construction practice. ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-1 28357 Industrial Blvd. Hayward, CA 94545 I RON RI DGE 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-16 Table 1.5-1. 2. Wind speed shall conform to ASCE 7-16 Fig. 26.5-1 B(for Risk Category II) and applicable state&local county/city amendments to the IBC. No special wind topographic features are included and both topographic coefficient(Kzt)and wind ground elevation factor(Ke)are taken as 1.0. 3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 Fig. 7.2-1 and applicable state&local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the format of a flat roof snow, it shall first be converted to a ground snow following the local building code/ amendments before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding, retention, or ponding snow. No rain-on-snow surcharge load is considered. The span tables do not apply to buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: (a) For ground snow no greater than 42psf: SS s 2.0g for Site Class A, B, C, & D. (b) For ground snow greater than 65psf: SS<_ 1.0g for Site Class A, B, C, & D. (c) For ground snow between 42 and 65psf: SS <_ 1.5g for Site Class A, B, C, & D. 5. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 30.3-21 and are organized into three groups in which the zones share the same External Pressure Coefficients (GCP). Roof zones comprising each group along with each roof zone's size and location are depicted in Figures 2 and 3 below each span table. 6. The maximum rail cantilever length, measured from the rail end to the nearest attachment point, shall be the lesser of the following two conditions:40% of the allowable span provided for the respective load &configuration condition from the span tables, or 36". 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 9. Shaded cells of the span tables indicate conditions in which UFO Mid Clamp connection capacity is exceeded. If such conditions are encountered contact support@ironridge.com. 10. Systems using CAMO module clamps shall be installed with the following guidance: a) For single module installations(orphan modules) using modules with a length greater than 67.5", CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater. Such scenarios are shown by asterisks in the applicable span tables. b) CAMO will function within a module's design load ratings. Be sure the specific module being used with CAMO meets the dimensional requirements shown in the figure below and that the module selected is suitable for the environmental conditions of a particular project. Modulo Gto s!Celts Frorne Compat€bitty: X=1,2-2.2mrn Y'15.40mm Y „1 I; Figure 1 CAMO Module Frame Dimensional Requirements ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-2 28357 Industrial Blvd. IRONRIDGE Hayward,227 9523 94545 Span values for Exposed and Edge module conditions, as defined below, are included in the attached span tables and shall be used when each condition exists. The maximum allowable span for Exposed or Edge modules shall be the lesser of the following two: (1)The span value for the Exposed or Edge module condition; (2)The span value determined by site wind speed and ground snow load. Additionally, irrespective of the lesser span, the shaded cells for the Exposed and Edge module conditions which reflect the UFO clamp usage limitation detailed in note 9 of page 2 shall apply to the respective condition. 1. Exposed Module conditions: A module is defined as Exposed(per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges (an edge with no connectivity to other modules)to its facing roof edge (such as eave, ridge, rake, or hip) is greater than 0.5h(h is ASCE defined building height)AND if the distance from its free edge to any other adjacent array or panel is greater than 4 feet. The allowable spans and cantilever shall only be applied to the portion of rail directly under Exposed Modules. 2. Edge Module conditions: A module is defined as an Edge Module when its distance from any side of the module to its facing perimeter roof edge (such as eave, ridge, rake, or hip) is less than 2 times the height of the array (2h2) where h2 is measured from the roof surface to the top surface of the module. The allowable spans and cantilever shall only be applied to the portion of rail directly under Edge Modules. Additionally, if the roof edge is the eave or ridge, only the rail nearest to that roof edge shall be considered for this span adjustment. ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-3 28357 Industrial Blvd. Hayward, CA 94545 IRON RI DiGE 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, 9'to PROF 4:5Si Date Sealed : QiN F.1 44 2 4 9I200PE �< ,,. OREGON t, Date: 72 "'INC "O X 020.07.17 Gang Xuan, PE Expos. 06002621 �. ( 1127:09 -07'00' Senior Structural Engineer ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-4 Rail: ':'x ,` ` w'..' XR100 _ �., Wlre! Roof :':{, '_"v:: ::..< . • . Speed Slope �i' :" rnh MINEe°p3��EIMEs p2� NEMES' upl®11215111211:1111111®�1115.—l��®�G plIS®�211.-3G p �G p3®®G— ����®� E30IE0E1 � QV ��M y � R ° r1/3/1�1101 » . �� • it± r l lg � g y 11 �; !gr E117111� 1 1 EE1 1 +IIII.11 11 IIEz1E 1 1 E� lEi 3E ItI E 1 1 95 8-20 R^4,il1!0!AE11y1�p,:�I 111E YY1 ' g�y 111011t tW2H sa tl1±:�l111�E l '. �l .• 1 1 ■ ■ ll4lJIt .. 21-271 EENEEI`iNES '" IEi #.. I� l • EITNIMII i .N IE? 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See Note 9 on page 2 for details. 6 i a - - latch-,Hal Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) a1 ® 6 ,ee e e a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 t m).If an overhang exists,the edge distance shall be measured from <`' t•,�v� the outside edge of the overhang.The horizontal dimensions used Group pup GrtvA Group filial 04 G :ec:.. ® to compute the edge distance shall not include any overhang distances. ASCE 2n 3r t 3e a B=Horizontal dimension of building measured normal to wind 16 eIII ( ELEVATION `1. direction,in ft(m). Roof Zones 3 3r a1 ® O e® 6 '® h Mean roof height,in ft(m). C Figure a ASCE Roof Zone Loceoons for cable Roofs 0=Angle of plane of roof from horizontal,in degrees. [ I t t r 8 s i E Rail: XR100 Wind Rod a yx��yM .., a r r , Speed Slope®®GrouP ®®®®®6 ®®®® rou ®®® rou ®®®®®®®®® rou ®®®® rou ® roup ® rou ®®®® ®® 95 m•h p2 G p3 G pfiai 2 G p1 G p2 G pl SD iii'�' .. '.: aniii ,> c . "` '. a iE maw °° ` mph ii tt. .. s '� _ iii€ lliii .. _ ... p ' lid ; l ® ii • mph p.. .. t ' b m .n0po5h rr_riiicLAaloEwlsna.4,31rrtr-3 aErvo9r7tth4..ziw7.l:;m:ast7:i,lHzlilRl MIKNIVII6IIIHaiICcaRallIiEcNuIilElcaNlalIimffOaNuiIUMWkErWa:"••s•z s" wT"'"'a"v""iti'li:,"]::..,.....:..E•.. rs ® 1rn IaIi ; €fi c �zr NE ES �z mph m• ?r i _ j ® 4 - s< ii� • M31• 1631;747 no ° l ' 1°' :: : I iiif: iili liil ....., \ '� I l ..� mPh .. ,4 .. _ F ••,• •.• . S20 1� _�_"x. h\'a m Mill- mph :27 i e ° iillir ; =° IE .. I '' " 's s I m 20 a .,b .. I '` I�mIm ` e s l® mph '.r .s I ; > m ... l s ' 13[3 ii'®' ' iial ' I ' I1� \ i .a ;1 iiiia ®>� ° ii .a .: I I I i ®�yyggeea ° I' �r'9 m irill mPh .. m tl .r m .. im r13 x" ' :: m iiii 2 27 140 ®' iiiiii _�'� ,..: _ _...'r. .�..:. ° ' ml® x _ :� ..i mmm m5Ph 2&4s ,. i .. ' lii iiiiiii�rllrl .' aiiii ° ilmiiii mammies, EINKII M. 1 � \1 '` 41EgliraillianlanillEganIMIEWNICIMIENNIVEL1111W31111::::•!::INIE SOX + icy x �� ° mom mph 8.20 i t '' # � k«x nI ii iiii - iiiia z2o � .. g ' I :.� " t ' ' $ :i a �Illii llliiii l it Iiil�€ Illm 0 160 2127 :. $�' ., s ` \ R� ..\ '. 1 1 ., >i® i `:�®tE mph® ., m s m ? \mt '? •`\ •' i tii 1� 7 j0 iiii3l 3liiiiia 370 ®Y:.\mm +�m ��".,, ` m 'q © alliiiia\ © . l © m + iiiitlt€ lii®t iiiial m mph® �mm > ...F� 0 \ \ [ ...• .. Ae .�° I� ° l� iiiisa 't m 175 iii° ` a iiiia � iii�;:� iiii a iiiis : m� m .' miiiiag \ mw— �tiiiia iii�� iiiia iii� ' iiiia RIM ® iil7 �ErIiiiiIiiir€� 1I31 ii€ iiirir m mph ii� ., ; .. i€ m[ \\ m\ \\ 'ki.,\� Win' .: 1iii®�I mmmlt� iiiism 80, 0 m.... mm mm �. m0 mm.. 0m m®� mm \m®"m' mmlmm 0m mmm0m0 m mPh ® m ... iiiia iiiimmlIm 'mt �© mm2 l © I mm m Ism Zmmmmm' mm m ii� � � -�.. .,\ l;� .�y.m.� ? .... ' '' \\. ml�m � mm�m mmmmm iiiisa inR"span = in 64"span ''`=min 48"span ��" � REV 12/12/2019 —=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 9 on page 2 for details. al— Ian - i a Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones{Gab)e) a=10%of least horizontal dimension or 0.4h,whichever is smaller, © ? but not less than either 4°/0 of least horizontal dimension or 3 ft(0.9 m). If an overhang exists,the edge distance shall be measured from CM the outside edge of the overhang.The horizontal dimensions used to compute the edge distance shall not include any overhang Cp Gr lallEalEal pup O O 0distances. Nil ASCE 1 2n I 2n -16 ELEVATION dire B=H ctioorizontaln,inft(m). dimension of building measured normal to wind 2e 2r 2e 3r Roof Zones 3e 2r III4_ ® ;p,s-e-'c h=Mean roof height,in ft(m). Figure 2:ASCE Roof Zone Locations for Gable Roofs 8=Angle of plane of roof from horizontal,in degrees. Rail �: XR100 wind Roof +w _ .r.. smaclam. rinmamwarrain, €o ,. 0�ic , . S npaad Slopa® •o®®® p P P r ®®®®®®® 3 swir®®®® P ®®suliammomman®® { p P P P3 p `up1 Coup • .. Group2 Group3 Groupl Grou 2 Grou 3 Grw 1 Group2 Grau 1 Grou 3 Group2 Group 3 Grw I Grou 2 Grou G Group Group 3 Group 1 G 2 Grpup3 oup -®' ; \ -ST " ® ll ,. _. i .. x ., ., l���71s Mph l 11 5{ .it x. 55 a �;: st`y St 52 •.: � 5! �_ �.:�s 28-45 v:w , 1 l s£ fi€. £ sit St.: "ti.55 55 55: -53 53 9s-- 75 55 l ` s7' -sr se s4 ss- -5t-. 51 1 s1 49:" 50 1 49 1t- \''::: 60 mph® Itral Ss 58 55 5' st- 52 52 5t1" 4r __ % , 28-45 :$Y-- 83~ •: 5 fit 45_ 58 5$' ,-,5 1 35 55 ,,,,,(.1. S` 53 -53 72 a-4 _- = ss- - ._ -.Si- it - ii sr st - 54:::.. :..sl ' 51 51 49" s9^-49 � 55 xoo 21 27 .. 4t' : x • `- "-St 52 52 so: .. Ph nos axe I ':. .\ 3a s1 st. ':ilk IIF as ®� . IBIS Otani l l I �If �� . .ph l�ll ,_ a .. :€ II s` - EI�__ I - I i .°� 1O EMIT11 ., • • i . 4 ..� 54 ® • lfl mah zaas a as st -- li 'x: _•�_•�'!• EIHRAIRIBIR I 61 nns 8-20 a5:- 91 --if-,' ..„ ;:z \ : ". 38 2 7 mah ti .. . ffi -6 .r g zaas .. tiFin l� sg 20 420 a 92 lie -:a .h x 3'; p ® ® ... mah'u-n .a >� ; '� .> - .p i .. - I - !r�>.�s e e 43-- I� ElF9MHEIBIENNEI 2a45 .s• <. I .x :a II ? ' 5S- 55 55 `• s ..a " 52 I. irr mah_®ice[ I®l :s >r l 11 11 sa \ gesauzoui s '. -i" 52 nnws52 imr50. ,a m 33 240 lMli i lllIEE z • Il l '.�.': 55 55 53 \ :.: 43 ® I ..:..\ :AC ' .. I :KM' i. 1� lam®"5::' 52 52 543 mph 28-45 qC-$$ &T .< .r 53 RH 55 Z ^F _.,.. - a - ° © ® 36 150 8-20 3 64 Hria .a 44 :s �_ £fl 64 :\\�. HI © I0 .: MS 51 51 as 49 49 44 ....... mph l� :x I :,:ira � � I� \ ' 11 tisigin� .t 52 1 ml0E' 16O 3 8-20 - 38 38 38 Z\\\ #@ 38 ..48 38 se .; 38 5£- 48 -�2 49 .48 38 mph i 2645 RR - �s, SO �� SS S11 ... " iFiml SB 50 'fa''i• `; -50 55 52 0 5tt St} Sd a so .` atm 89. 2 57 55 55 55 53 53 55 8.20 I®',` .I0 I0 I0 ':�0 0 I0 I0 .:•0 I IO sl az_ -_.;'- 0 0 ..® El l0 21-27 40 al 40 l 40 Ru, 40 ii" 40 Willi 40 riFIR 40 - ' :€, ao 40 52 52 50' 50 ao mph 12s-45 53 - 5s. 53 �-\. 53 .:.. - 54 s4 53:' s3- ss © 0 l7s ® 0 :.... m 111311.1. 0 0 IE O Imam 0 -= 0 MIME :.: Ifi O 0 ® �® 011 ®ICI 0 01 ® 0� 0 ®I ill 0 p mph® ' < .'- e. 1- :EMa' " .> �a'.o\\\, E\ ..: IDl `•�., s, ":' - : . - ., itu - 00 1M 0'. l En— I we. 0 0 I!! ® 0 0 0 0 0 ` " min" - 21 27 44 35 5 I-- 35 • \�\\ 44 35 a ,S 44 35 t5,,..1.; 44 35 \ 44 35 : ' 44 35 5 44 35 li 44 35 44 35 55 a4 35 40 35 SR 44 35 KM zaas €e 4a 4a as °•? su as '�- 5544 51 3t 44 40 36 :" -:,`; as \ '�� �.` as �: ,° as ':�{s: 4a 6p ,ses= a4 ;a"',�.„: 44 ss 44 ,' �,��� ----=m in 72 span r=min 64"span in 48 span REV 12/12/2019 1111111=Shaded cells Indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 9 on page 2 for details. I al -- I°)r 0l - la Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) A ,4C ® ® a=10°/p of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from the outside edge of the overhang.The horizontal dimensions used O fOOD. O to compute the edge distance shall not include any overhang distances. ASCE 1 2n 3r 2rs 3e B=Horizontal dimension of building measured normal to wind 7-i6 2e 2r 2e 3r ELEVATION -1 direction,in ft(m). Roo one "� - ._._-`____' '"' h=Mean roof height,in ft m zones 3e 2r t ® �p ® 9 ( )- Fpore 2:ASCE Roof Zone Locations For Gable Roofs 0=Angle of plane of roof from horizontal,in degrees. PROPRIETARY AND CONFIDENTIAL 05/25/2018- 114-1WOMSVIONCONTAINVANIIS4ec igi,SOUMOW.,Oi Module Mounting System 1,`�"`C.,NV " -�1.1.1 A"'n'}"W" Bonding End Clamp (CAMO) VARIES — I milm••••• H•.. limiik Ilk — I Mill I I I I I J I I I I I I ] _1 1 I I A I VARIES XR Rail -Nh, . DETAIL C B C (Module Removed for Clarity) -7 , I I I I Slope I I •1 1 1, , PLAN VIEW ■ 1 Module Mounting System 11111b Bonding Mid Clamp DETAIL B NI Module Mounting System 1 • XR Rail Bonding End Clamp (UFO) isj i. IRONRIDGE DETAIL A FLUSH MOUNT SYSTEM I EX-0015 EXHIBIT: EX-0015 - page 1 of 3 __ .. .._ :l( NV, WI"Ill NiA 1 ,1 I Oh {aaraerraarAND cawFRoE.S1r. Module Mounting System 05/25/2018' , ; :AAr Module Mounting System Bonding End Clamp (UFO) Bonding End Clamp (CAMO) PV Module • ��..il.� XR Rail _' -_ 11111111 . 11 DETAIL D (Module Removed For Clarity) PLAN VIEW DETAIL G Q Q 0.4 X L ( MAX) (L) — 0.4 X L ( MAX) Span D riE 1 t r \ G 1 • F�_ ® 1 ! Existing Roof Structure PV Module \ / PV Module Rail Attachment XR Rail (FlashFoot2 Cap Shown for Reference) 3/8" Module Gap I_I Module Mounting System (NP) Roofing Bonding Mid Clamp (By Others) a PV Module = PV Module I il )..„)._„\\ N N \) 0 RoofingDETAIL E B Others)Ing Flashing (FlashFoot2 Shown for / IRON RIDGE Reference) DETAIL F FLUSH MOUNT SYSTEM " EX-0015 EXHIBIT: EX-0015- page 2 of 3 -.-:.A.Lgft wii,fil N,r Sit 120F3 ,PROPRIETARY A:D.000.NFIDEN,sTIA....1. • 05/25/2018 EVAASS9R.(F IFSX.,3E nr/3 FROMIS,ECt i ' ,4t4 Module Mounting System Rail Attachment .. .,...,,t%,.• Bonding Mid Clamp (FlashFoot2 Cap 4NO‘N. :4~ Shown for Reference) -.11b...,... ' H , (FlashFoot2 --, I Shown for Reference) Roof Covering 4# MN 4 (Shown for Reference) 40000 Roof Panels (By Others) 3/8" Bolt and Nut, (TYP) '.‘17.A1 Module Mounting System Bonding End Clamp (CAMO) OR k Module Mounting System Roof Framing XR Rail Options, TYP: - r,. Bonding End Clamp (UFO) (By Others) DETAIL H i 3.0 2.4 t 1.8 El JAIL, IRONRIDGE XR IO XR100 XR1000 t FLUSH MOUNT SYSTEM EX-0015 EXHIBIT: EX-0015 - page 3 of 3 -- ,_A.A.^ft< Vy'ZIGH1 t,,,, SI tsi+013