Loading...
Plans Herr Site Plan Scale 1/32„ _ 1„ Roof Structure &Site Map - -A ADJACENT PROPERW 95' OFFICE COPY Approved play shall be on job site. ` CITY OF TIGARD D REVIEWED FOIA CODE COMPLIANCE D Approved: 0 0 i. 6” D Pr N > z OTC: [ ] LIABILITY rn The City of Tigard and its z -0 Permit#: ln/�S'�2ti2Z — QDZ o� employees shall not be ° Address: A19 &S S\,) � ,�, tf) 5, - responsible for discrepancies 6' M Suite#: which may appear herein. r By: — Date: (o -ZZ VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT C7 BASED ON CONSTRUCTION - t- M DOCUMENTS AND OTHER z z DATA SHALL NOT PREVENT 0-n k�'l M THE CODE OFFICIAL FROM 40' 0 ::i N REQUIRING THE CORRECTION y No C OF ERRORS. ORSC 105.4 —- - - Q o ,`„ M SW Car - - z Contractor: Customer: j C&B RENEWABLE ENERGY,LLC Jared Herr 12399 NW WAKER DR. 11905 SW Carmen Street PORTLAND OR.,97229 Tigard, OR 97223 N PREMIER SOLAR 503 828-9500 541-729-3217 Plot Map June 16, 2022 I O T W ST - CONTACT: CLIFF BARRY Herr Site Plan Roof Structure&Site Map 3, 5- Solar array not to exceed height of Maximum span per any horizontal Table 2308.7.2(1) is 6' ridge 11" for#2 2X4 Douglas Fir Larch at 24" OC #2 2X4 Rafter 24" OC R #2 2X4 Collar \--Tie @ 48" OC :ate # 2 2X6 Joists y 24„ OC s' Contractor: Customer: GENERAL CONTRACTOR: C&B RENEWABLE ENERGY,LLC Jared Herr 12399 NW WAKER DR. 11905 SW Carmen Street j PORTLAND OR.,97229 Tigard, OR 97223 -•� 503 828-9500 541-729-3217 PREMIERSOLAR CONTACT: CLIFF BARRY Structure June 16, 2022 ORTHWEST Scale 3/32" - 1' Herr Residence 2019 OSSC 2019 OR Firecode \ .: . I I i 12"Path y - 4,12 12' Path 200A Main Enl charge 10 Panel i - - ....... ............. Utility Meter Enpower - (37) Panasonic 360 N r Battery Disconnect(Rapid Evervolt Modules IR Shutdown ',PV AC Disconnect l Combiner w/(37) Enphase IQ8+-72-2- (Rapid Shutdown)] Panel US Inverters Mounting Notes Roof Mounting Datail: 1. 2x4 @ 24" O.C. 2. Roof penetrations: 24-48" O.C. cow Mod'U,e 3. Composition Shingle Roofing 4. Panel height off roof< 12 inches 5. Weight of PV modules and assembly less than 4.5 lbs per sq. ft. 6. Azimuth: 1802 & 270° 7. Module Tilt: 172 Ironridge XR100 Rail � 8. Integrated Grounding Hardware +G ^'6 inches 9. All installations comply with „ing manufacturer's installation instructions 10. All horizontal ridges kept clear of PV components at least 1 ft. either side 11. PV array to cover less than 25%of total h roof area a 12. OSSC 3111: Attachments shall be spaced no greater than 24" O.C. in any s I direction when located within 36" of a roof edge, hip, eave, or ridge. 5/16"x6"SS Hanger Bolt 13. Solar array not to exceed height of any 3" Lag thread for 2.7"Thread horizontal ridge line. penetration in to roofing member Total Roof Area: 2,950 sq. ft. June 16,2022 1 Total Solar Area: 647.13 sq. ft. Solar Covers 22%of Roof Area Jared Herr EQUIPMENT 11905 SW Carmen Street Tigard,OR 97223 541-729-32.17 (37) Panasonic 360 Evervolt Modules i --- -- ---- GENERAL CONTRACTOR: (37)Enphase IQ8+-72-2-US Inverters C&B RENEWABLE ENERGY,LLC 12399 NW WAKER DR. Iron Ridge Mounting System PORTLAND OR.,97 229 503 00PRE ER JJ .R Aluminum PV Roof Flashings CONTACT:CLIFFBARRY NORTHWEST-- Herr Residence Photovoltaic Installation Electrical Diagram J'Enphase Engage"trunk'cable Rated 13.32 kW under standard test conditions - AC Jurtcliort % 1 2 1Q #6 Bare CU Ground - Box Bonding all rails together - - Via WEEB and Grid Lugs. , III � 1 2 9 AC Voltage Drop: coor_- _ Sectionl(Q Cable) 1 2 9 10 inverters =1.12V drop II + j -- Section 2(to Combiner) ------------- (1.21 x 10)x(0.00124)x 80=1.2V drop '0 Section 3(Combiner to PCC) IEncha Q 1 1 1 (1.21 x 37)x(0.000491)x 40=0.88V drop 1 2 9 I , 161,° _ i � r— o^0 3.2V Total Drop or 1.34% 10 I i ° .^ En Project Name: #lO THHN I o G=' °I Herr Residence 11,1 / 2,G(4 Circuits) I I I �� ~ s I II System Specifications: (91 Conductors in 6oHoo- 37 Panasonic 360 Evervolt Modules s_. j y i, EMT Conduit Fuusible ( )� I AC Ofswnnect I (37)Enphase lQ8+Micro-Inverters I ' (1)Enpower Smart Switch Ll,L2 (1)Encharge 10 Batteries I Comms Kit #10THHN I #4/0 Aluminum,N#4/0 Aluminum, Wifi Ll L2 N#100Gin G#4 Copper in 10'of PVC 9 9 Y Cell Kit __ ! Modules rounded to racking system i Connection ��.r/1`'� I through Ironridge Integrated grounding t II i 2P 20A Breaker I Iron Ridge Rails&Mounting Hardware w/ESS Holddown j I ssru 1 Aluminum PV Flashing with SS Hardware I Enpower zooAM n`-. I g o Envoy I Production �,I Breaker ;i OC --_- Q �° `� CTS A ����� Battery Specifications: t f Meter Encha e-10.1 P-NA /X ° �° ! / I Ac o nnects within Rated Continuous Output Power:3.84 kVA Consum tion L2 L1 coRated Output Current:16A p b - /ak �I Capacity:10.5 kWh Four Breakers N / I I 1 Nominal AC Voltage:°' e:240V 2P 60A Breaker l /f i I 06THHN #6 THHN 125A 240V 11,12,NNWGin Non, t1Z1KHOGin Combiner PanelFudW iV of PK AC D�mmid la otx•pvc Module Specifications: Inverter Specifications: -------------------------------- _..._-_. _.._ EverVolt EVPV360K Enphase iQ8PLUS-72-2-US Pmax: 360 Watts Compliance:UL-1741,IEEE 1547 f r Contractor: Customer: Vmpp: 37 V Max DC Input Voltage: 60Vdc Voc: 44 V Max DC Short Current:15 Amps Premier Solar NW Jared Herr Impp: 9.72 A Max AC Output Power.440 Watts Portland, Or.97229 5541-729-3217 Max Three Line Drawing 11905 SW Carmen Street Isc: 10.37 A Nominal Output Current:1.21 A 12399 NW Waker Dr. Tigard,OR 97223 Max Series Fuse:25A Nominal Voltage Range:240V/211 V-264V System Voltage:1tX10V P-R—EMI E R S O LAR June 15,2022 Dimensions:67.75"x40"x1.2" _ n N'�)P r E.l t"',F 4(-- -- Weight:43 lbs. PHAS . IQ8 Series Microinverters Our newest IQ8 Microinverters are the industry's first grid-forming microinverters with split-phase power conversion capability to convert DC power to AC power Easy to install efficiently.The brain of the semiconductor-based microinverter is our proprietary Lightweight and compact with application-specific integrated circuit(ASIC)which enables the microinverter to lu n la connectors operate in grid-tied or off-grid modes.This chip is built in advanced 55nm technology p g -p y with high speed digital logic and has super-fast response times to changing loads Power Line Communication and grid events,alleviating constraints on battery sizing for home energy systems. (PLC)between components Faster installation with simple ,,., two-wire cabling ,$ High productivity and reliability • Produce power even when the grid is down Part of the Enphase Energy System,IQ8 Series I08 Series Microinverters redefine reliability More than one million cumulative Microinverters integrate with the Enphase IQ standards with more than one million hours of testing Battery,Enphase IQ Gateway,and the Enphase cumulative hours of power-on testing, App monitoring and analysis software. enabling an industry-leading limited warranty = Class 11 double-insulated of up to 25 years. enclosure Optimized for the latest high- powered PV modules CERTIFIED Grid-forming • Complies with the latest advanced grid support Connect PV modules quickly and easily to I08 Series Microinverters are UL Listed as IQ8 Series Microinverters using the included PV Rapid Shut Down Equipment and conform Remote automatic updates for Q-DCC-2 adapter cable with plug-n-play MC4 with various regulations,when installed the latest grid requirements connectors. according to manufacturer's instructions. • Configurable to support a wide range of grid profiles ©2021 Enphase Energy.All rights reserved.Enphase,the Enphase logo,I08 microinverters, Meets CA Rule 21(UL 1741-SA) and other names are trademarks of Enphase Energy,Inc.Data subject to change. requirements IQ8SE-DS-0001-01-EN-U S-2021-10-19 IQ8 Series Microinverters INPUT DATA IDCIA: .1 A: A: A: A: 1 A: 1: Commonly used module pairings' w 235-350 235-440 260-460 295-500 320-540- 295-500+ Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell and 72-cell/144 half-cell MPPT voltage range V 27-37 29-45 33-45 36-45 38-45 38-45 Operating range v 25-48 25-58 Min/max start voltage V 30/48 30/58 Max input DC voltage V 50 60 Max DC current'[module Isc] A 15 Overvoltage class DC port II DC part backfeed current mA 0 PV array configuration 1x1 Ungrounded array;No additional DC side protection required;AC side protection requires max 20A per branch circuit OUTPUT 1 A: 1 A: A: A: A: 1 1: 1: Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal(L-L)voltage/range" v 240/211-264 208/183-250 Max continuous output current A 1.0 1.21 1.35 1.45 1.58 1.73 Nominal frequency Hz 60 Extended frequency range Hz 50-68 Max units per 20 A(L-L)branch circuits 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor(adjustable) 0.85 leading-0.85 lagging Peak efficiency % 97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mw 60 MECHANICAL DATA Ambient temperature range -40°C to+600C(-40°F to+140°F) Relative humidity range 4%to 100%(condensing) DC Connector type MC4 Dimensions(HxWxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm(1.2") Weight 1.08 kg(2.38 lbs) Cooling Natural convection-no fans Approved for wet locations Yes Acoustic noise at 1 m <60 dBA Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environ.category/UV exposure rating NEMA Type 6/outdoor 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 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according to manufacturer's instructions. (1)The IQ8H-208 variant will be operating in grid-tied mode only at 208V AC.(2)No enforced DC/AC ratio.See the compatibility calculator at https://Iink.enphase.com/module-compatibility(3)Maximum continuous input DC current is 10.6A(4)Nominal voltage range can be extended beyond nominal if required by the utility.(5) Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. IQBSE-DS-0001-01-EN-US-2021-10-19 EverVo rt EVERVOLTT SOLAR MODULE PK BLACK SERIES Panasonic The Panasonic Advantage Higher Module Efficiency - � Superior module efficiency of 20.3%and 19.7%, respectively,allows maximum power production with less roof space.With one of the industry's lowest annual degradation rates, power output of at least 86% is guaranteed after 25 years. ARGuard and TripleGuard 25-Year Warranty' A long-term warranty is only as reliable as the company behind it.AllGuard and TripleGuard 25-year warranties cover 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. Half-cut Cell Technology d Half-cut cells with PERC technology minimizes electron losses, minimizes electron loss, maximizes conversion efficiency, and produces considerably higher power output over conventional panels. Durability&Quality Assurance 100% PID (Potential Induced degradation) Free, which supports reliability longevity.As a solar pioneer for over 40 years, Panasonic EverVolt solar panels are backed by innovation,experience and a brand you can trust. Improved Performance When Shaded t r Continuous power production in shaded areas for greater energy yields and output. More sunlight absorption means more clean power to your home. ' e EverVot EVERVOLT"SOLAR MODULE PK BLACK SERIES Panasonic 370W/ 360W ELECTRICAL.SPECIFICATIONS PERFORMANCE WARRANTY Rated Power(Pmaxll 370W 360W 981. i Maximum Power Voltage fVpm) 34.7V 33.9V Maximum Power Current(tpm) 1068A 10-62.4 90% Open Circuit Voltage(Noel 41.OV 406V 86% Short Circuit Current Itscl 11,38A 1126.A Temperature Coefficient IPmaxl oa HO ".80% U.3G I/°C Temperature Coefficient IVoc) -0.26%/°C Temperature Coefficient(lscl 0.04%/°.0 70`(. NOCT 44°C If2°CI n 5 to is xa zs Panasonic a Conventional CEC PTC Rating 345.6W 336.OW Module Efficiency 20.3% 19.7% Maximum System Voltage 1000V DIMENSIONS 69.10:a.t[1755:LSI Maximum Series Fuse 25A sal as n . _ v.nlssl F- Watt Class Swing -0/,10W a — } ILI as tragi 1 I ..� — _ \; ANIGAI.SPFCIFICATfONS Junction Box 3 part,3 bypass diodes,IP67 rated in a,.cordance with 3EC 62790 Connector Type Staubli MC4 PV-KBT4/I<ST4,12 AWG14 mmll _ in accordance with IEC 628521P69 only when connUected I Cabte Size/Type 4 mm'solar cable,1.0 rn+1.2 in in accordance with EN50618 Max Snow Load I+Iz 146 psf 17000 Pal* Max Wind Load H1 83.5 psf(4000 Pal' Dimensions LxWxH 69.1 x 40.94 x L2 in 11755 x 1940 x 3U mm) W eight 43.01bs(19.5 kgi t Pallet Dimensions L%WXH 71 x 42.5 x 48 in a ¢ + Quantity per Pallet , Jaz }ts Pallet Weight 33 PCs/1554 tbs.1705 kg) nol Quantity per 40'Container 858 PCs *Test Load.Design Load should be muttipbed by two thirds. ,. 'C I IAN ,, , 12 .. ........ .... _._._...... .......... ........ ....... .............................. OPERATING CONDITIONS ANE!SAFETY RATINGS UL 61730 Hailstone 35mm IIEC61215-2:2016] g gT ' Certifications Fire Type 2[UL617301 _ Satt Mist[IEC 617011 _ 6 i c,.,.,. -- _ t. PID[IEC628041 Ammonia Resistance MC62716; v ¢"- t Operating Temperature -401F to 185eF i 40oC to 85°CI 2 Limited Warranty 25'Yrs Workmanship and Power Output(Linear)"" 0 c..... ._._................__...___ - _--.__ ............._.._.._...__1sL_.......... o to 20 ao to sa Power Output in Year 1 98% Annuai0egradation 0.5% Voltage IV] Reference data for model:EVPV360PK Power Output in Year 25 86% 11 Ceti temperature:770F 125eC) NOTE:Values at standard test conditionsfSTC:air mass AM1.5 irradiance 1000W/m2,temperature 250C1. UVE 0- Maximum power at delivery.For guarantee conditions,please check our guarantee document. ltNla'telt "`Installation need to be registered through our website www.panasonicusahitwarranty.com within 60 days in order to receive twenty-five 1251 year Product workmanship.Otherwise,Product Workmanship will be only fifteen 1151 years. NOTE:Specifications and information above may change without notice. 'Equipment must be instatled by a Panasonic Authorized,Premium,or Elite installer and registered at www.panasonicusahilwarranty.com within 60 days in order to receive twenty-five(25)year AllGuard and ®CAUTION!Please read the installation manual carefully before using the products. TripleGuard warranty. .Refer to installation manual for detailed mechanical loading information Used electrical and electronic products must not be mixed with general household waste.For proper `""lstyear 98%,after 2nd year 0.5%annual degradation to year 25. treatment,recovery and recycling of old products,please take them to applicable collection points in accordance with your national legislation. Panasonic Life 50IUti0nS Company of America ftnasonic 28357 Industrial Blvd. Hayward, CA 94545 Aak I RON RI DGG 1-800-227-9523 IronRidge.com Attn: Corey Geiger, COO, IronRidge Inc. Date: July 1611, 2020 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 1-800-227-9523 AaL IRN RIDGE 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: S,., :5 2.Og for Site Class A, B, C, &D. (b) For ground snow greater than 65psf: SS_< 1.Og 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. Module Glass/Cells Frome Compatibility: X=i.2-21mm Y=15.40 min ..,..,,..y .......... Figure 1:CAMO Module Frame Dimensional Requirements ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-2 28357 Industrial Blvd. Hayward, CA 94545 IRVNRIDVG lronRi ge.cor23 �+ IronRidge.com 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 e I R O N R I D V E 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, 4 r FSS�Q2 Date Sealed : 91 PE yr ,REGCN 6 Date: �y z2 ao " Xu�� 2020.07.17 Gang Xuan, PE ExpM. 0614012422 Senior Structural Engineer + 11 :27:09 —07'00' ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-4 M wind Roof Ground srow:0 psf 10 psf 1a psf 30 psf 40 psf 50 Psf 60 p 70 $000 90 200 Psf 110 last 120 \Mod. Mod. Speed Slope : :. :. de Groupl Group2 G pupa G up]G„up2 Groups G ,p2 G 3 Gr p1 G up2 Group3 Groups G 1w Gpu13-11 G u11 11—P 1 Groupl Group2 Gpup3 Gpup1 Gpup2 Group3 Groupl G Group3 G—pILGP Gtoup3 Groupt Group2 uup3 G -i Gpup2 Gpup3 Groupl Group2 Group3 Group lI Group2 Group3 Groupl Group2 G oup3 ' 8-2 a I sad -110 #i0 :-a2 92 s2 si ?s1 si_': az 74 ;.7a 7a. 60 _ s? '54"1,54 € 54 5; 5E 51 z.4s- 44-"- .2 ,24""In .,SE2 -_ 84 > 21-27 31 las los los as as as 87,.:s7 87 <_41, -7s 76 76 7z 7z 72 6£ :61 -:$E. 5$ SS 55' ": ss 52- 52 50 56- 50. 'f3?"., < , 96 28-45 103 .£ SS $$ 8$ ,87 - $7 ._ =75 75 75 :72 72, -72 51 5E - Sa 5$ : $$?.. 5 55 53 53 53 429 ETH 423 57 < 8-20 92 92 ,;,„ .i ,5f i$1, ;-T4, 74 74:2127 tom :;rte= W _sl 76 76 =:r 6£ s£ sa ss= ss ss zs ,"' s za4s ui �: ::: -$a- :ice 5'r<, 9iE 9fE' •_:+ '75 7s 7s 7z n 7 .'.. 61 6a 5$ sa s$ 5z' : 55,-.L , 55 53 -Sa £28 in .3i78-20 i36 '3#1i -91 € ' ZZ 74... 74 74 60 so 60 57 : 57 54 54 54 51 51 5£ 49 49 ,42 130 269 97 47 155:':I 21-27 131 a1 :,at' 76 '76 76 72 72 72 - -�61 61 : 61 158 58 58 - 55 55 55 52 52 52 50 so -;50 132 114 411 104 90, " t 28-45 4W -Sat 75 _,M- .�.. .� 72 51 ` 61 61 J 58 58". 58 55 r: 5S 55 : 53 S3 ''.33 f2$ : 123 111: 106 37 $7 Iliae-20 1i$ 13a"'11a' iia x:91 _9i # '"',. ='82 7# 73 'L ':.6a 60 60 57 57 57 54 54 54, Si 51 51 45 t 44 -ia3 9i >: 81. 79-: 72 z1 27 97 `97. ': - z81 75 76 72 6i 61 61 SS 58 $a SS 55 SS $2 57 5,2 so 50 .iO4•: 79 i 28-45 £ 103 iAi 3b \$7- 87 87 <':g0 '75 75 6i 61 61 : 58 Sg : 5a 55 53 53 53 ;i$5 ::2ff -1a5 1Qi� ,. fi zo #50 #10 t10• 21a 9a' <9£ s£ - 74 74 7k i., 60 6a : 6a 1 57 57 5z 54 54 54 as 49 21-27 131 1 326 IDS 105• i{i{ $`.1 $: '87 87 :$f 76 7$ 7$ sill sl 61 5 ' S$ 5$ 55 55 55 '32 53',•':51 50 50 56 125 lib 49 E1 75 za4s lis. 11k...`- . .,1i73 1 S#k3 ..':�_ > $7 s7 ^au .., 75- 7s 75 :-r- :':-. - 61 6i si Sit 56 s$ ,..s 55 •.55.; .53 53 53 123.:ii2 100.. sc sa 75 =-.110 id• ,iww 91 52 •%$f�•�' 91 91 82 a2 �4 74 74 <60 60 : so 57 : 57 57 54 % 54 51 51 -49 49 -112 9a W 82 ?2 ' 2127 x-206 4a5 105 ,as as $s ..at7 r,S7 a37 g1 a1 Iso:. - ;ems. 76 72 ;7,2.+';.., <s1 s1 61 >59 59 5$ S5 55 --. 55 sz 52 52 51f'.'-sty '. '- 1 sz 55. zeas - 1f26 ._ ER -sa 67 i:4) 87 =mss iso. _ 75- 7k �__- 61.. sl 51 ss 58-!-Ss 55 s5 ss =53•' ;? 6-zo -� :`fA $k s2 sf, ,.,&2. fyf. .# $z $'2 7: 7$- �. so so 60 57 - 57 57 54 54: 54 51 51 51 '49 45 4s * 21-27*:: 'Yi3 ?: t SOS 4,. -- A7 `-; a= "81- .:81 76 7$ 6„"72' 71 31 .. : 61 61 fit 56 58 58 45 55 55 52 52 52 5a so 50in ': 96 87 50' 7k 2845 ` `"" i .' •�e;, R` " s� .. `:?` 35 75 'f§`. 63 61 81 58 58 58 55 S5 55 53 53 : 53 113 102 9Q SS &3 72 8-20 74 74 SZY 60 60 57 57 57 : 54 54 54 51. 51 5E': :,49 1,49 49 92 21-27•" $; 72,`: 61 5P el 58 58 58 55 :.'55 55 52 52 52 S9 .'a0. 50 :'65 78 83 28-45R, 4 " 4" :• 61 F 61 61 BE 59 58 55 55 55 53 5a'_ 53 'Sqg':.:'S aa.-''. RD" 74 60 60 60 5],. 57 57 Sd SS 54 Sl ' 41 51 49 49 49 ffi 72 S4 43 21-27 81 l 76 l 61 61 ! 6: 58 1 58 58 55 35 55 52 52 52 54 5t1 so 57 7$ ?2 ?7 56 2845 ...•`o �' 3t> - -'�•,�:' .S{l ': ',72_ :.,. 64 64::.61 1 61 61 SE S8 58 55: SS S5 $3 53 53. .-%. 45 76 : 7k 61 8-20 r. eo 57- 57 S7 s4 a 54 54 51 51 5? 49 49 'i7:' a^3 as 37 n n ,84 'as ,- s4 ?$2 _7$ '3r '� 61 61 61 BE 56 5a ss ss 55 sz �z sz s[r s[1 456 sa 72 •72" 57:: 4$ 26-05 464- „SS>3 '=': $9' 87 ;$?;: -::-1$3 $A'” ?• J-:;75.. ? - _- 64 51 61... 61 58 Sg 58 55 S5 53 53 53 $7 79 57 'S61f 8 20 'i.>-- " 7"• ;;fi ."<{ ';: _ '^.^�'?,. �- :. ::Via.•'.'� : 63 57 57 57 54 54 54 51 51 49 49 1 49 72 58 42 55 39 �iPEI 21-27••-i $& `Y" ,$7 g4. :":77 qg 61 SS: 58 58 55 55 55 52 3 _2 52 50 So 50 83 60 4$ 39 2845 `i$2. Si $$ LL. „�... $7 8£ --75 '_.3, ,'_,. ,• 51 61 '.sl S8. 58 58 55 55 55 53 '.53 53 80 ?' '.. 617 27tt 8-20 8257 57 °.1 Sk Si 49 49 44 48 3] 52 2127 98 7 i. ::9$ ,7a '72 ?$ _71, 51 $1\•.S�fii 58 5a'/ sg 55 55 55 42, 2845 -$G 75"' ' 61 61.., 61 58 58 58 SS 53 53 53'.;74 54 41 8-20 60 `. . .f F - __ 60.. 60 �.......60.P t 6^ - _ ..7 7 57 >4 4 54 51 49 45 45 a2 49. 21-27 58 S 55 1 » 52 52 52 SO SO S0 75 58 43 39 i zs-as iY3` - a=92 a3 n as,. :, a7k3 - =66�' 6a -Oa=r'84 61 sl sa se ! ss _s ss 59 ss s3 s3 53. 72.' s7 --': Sa so 39 77 __} 'R di77! 57 57 60 50 5i 5] 5] 5n 58 54 1 54 51 51 51 d4 49 :49 40 48 21-27 9i5 S'4t- .,$9 72 _ .: 61 51 67 58_ 58 58 SS 5> S _2 k 5? 52 Sr 5p 50 73 53 <0 60 3] Bp�h 28-45 - - --. 72 3S$ ;.,';71, b6 72 =8tf ''i72 --75 72- . 72 `sa 6'$ 67:, `64 �61 61 51 58 58 58 55 T 55 55.: 53 53 '>3t�' ff4. 5Z Se �f$ 36 - min 72"span min 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. - a --h�'-t� Notation(Per ASCE 7-16) Grouping of . Roof s la; iC0-: 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 m).If an overhang exists,the edge distance shall be measured from a the outside edge of the overhang.The horizontal dimensions used y to compute the edge distance shall not include any overhang r rtxf Csf C3 o fts group srQ1 1&1 O+ s r h distances. ASCE t 2n 3r t 2n 3e �& B=Horizontal dimension of building measured normal to wind 7 16 2s 2r 2e 3r ELEVATION direction,in ft(m). Roof Zes 3e 2r � j' h=Mean roof height,in ft(m). _ton ; , ; Figure 2 ASCE Roof Zone Locations for Gable Roofs 0=Angle of plane of roof from horizontal,in degrees. 01 ME ` \ \ O rA* 1U 1oge D!� 14 sf 20 3$ 49 psf;: °50 f So psf70 $0 sf< $0 13$ 120� ��111 hup2 Group3 Groupl Graup2 Group3 Groupl Graup2 Group3 Groupl Group2 Group3 Groupl Group2 Group3 G Groupl Group2 Grwp3 Groupi Graup2 Group3 Group]Group2 Group3 Groupl Group2 Group3 Groupl Group2 Group3 Groupl Group2 Group3 Group]Group2P ,.:SD- 60 57 57 n : c ." x: ;+i9 32S =1Do-'908' t1$"" iiD i1D- 110 '92 92 :'92 9i 9i 91 .Sig, 82 i82 74 74 74 .?g$ 1 �1 , •1D5 105 105 89 89 89 87 81 8J ..$'E' '$1 76 76 76 72 723 8 128 IM = 103 88 88 S4 87 487 87 # ':W, '.90 75 75 75 s72 12 72 ..'SL sI llhllftl�,Nll zmftll 820 ,431f 1iR 109, 110 114 109 92 92_1 92 31 at 91 82 74 74 74 21-27_Mh1$S-"I'm 105 89:. 89 89 87 -$7 87 '81 ':$1 ,35 75 75 IF 72 F 72. 72 s 51 -$' S8. 55 55 ,52 52 So So= 97 28-45 1ffi: �f m � ' wind goof Ground 5-:0 pad 10 psf _ - 20 psf 39 40 psF So psf 60 pid 70 $0 sf 90 too sf 110 p� =pl �--d1�osed Mod. £ Mod,. Bpeed Slope _ :. :. rn h de GmupI Group2 Group3 G�ou�:Gi - )i,i i GraupI Group2 Gmup3 Groupl Gou��2 �:upl C-oup2 Group3 Groupl Group2 1 1 o1 p3 Groupl C p>Group3 G'-pI Group2 Group3 Groupl Group2 Group3 oup]Group2 Goup3 �oip] oup2 Goup3 pl Goup2 Gpup3 Gaupl GrouplG §o a zD , 1€8 les Ito 110 105 9Z 92 -92 92 :59b r91. `82 $2 '$2 74 s 74 74'. 60;, 60 ':+$4 57 1 57 57= S+F 54: 54 51 = 51' S# 1 s Sit 80 &Z 21 27 305 105 105 89 89 89 SS' $7 81 7$ 76 72 72 72 ^;61 $1 :$2 58 58 5$ 55 Ss 55 s£ 33$ 52 4-; , ;=9.. _86 7728451'C$� 11$, 1U3 103,. 1� Sc 88 :.68 87 87 87 83 80 so 75 7$ 7S 72 72 72 ..61 ii -61 58 58: 58 55 55 55 8 1% J27 83 75 8-20 "1-kJ Ud; z 97.:• '110 S1O 97. 92 92 ',92 91 9€ 91 82 62 82 74 14 74 60 � ''t'.LiS� "$7 I I S7„ ST 54 5$.. 5: 51.... 51 53' 49 49 49 1(71 64 21 27 '231 '119 >12:„105. 05 105 84 89 BS 87 -87 87 -81 el 81 76 76 76 '72 72 :72 b1 b1 6i 55 ,58 55 55 : 55 52 52 52- 50 50 50 115. 92 28-45 £2E '114" 1 £f{31fl3 =86 :88 88 87 :87 87 '80 8t7 ;.80 75 75 75 R.. - $1, ;:$1;-:: .58 58 55: 55 •SS ': S3 53 S3 iii= 305 75. 72IfiQ 620 # 303 •. 1O i« 91 32 92 91 91 91 91 =82 82 =$?- 74 "79 :L4 '#1 50 :R# 57 57,.,=$'¢• =s. 5t - 33 ;: +Ts2 =49 9$ , z6 $& s3 21 n 133 113 .104 Y05 1[ti #tt1 89 89 89 87 87 87 :51 81 8€ Zb 76 ,75 72 ,72 7$ -1 51 81 56 58 38: v 5 52 -52 =50 50 =50 3og 86 28 45 S2$ 118 SOS 3fi3 103 106 88 lib 88 87 87 87 '� 80 :BFf 3S 7S 75 }2 72 72 ;'\� �' _61 63 61 $$ 58 $a S = 5S 55 33 --3a9' �$3; 1#F1 >96 752 8-20 i2f1 '96 86 110 96 96 92 92 86 31 ;.,91 ,86 82 82 '82 74 74 74= .-- $0 S7 -57 57= S4 54 : 34 S1 S1 5143 = 63 73 � 59; 48 21 27 129- Silrc $7 105 105 97 89 89 $9 87 87 87 81 81 81 75 :76 76 72 72 '72 61 61 61 58': 58 58 SS 55 5S 52 : 5.2 52 5o 50 50--1L2 = $1 6o28-45 w ,-1:f2 W 203 103 99 88 88 W 87 :$7 -67. 80 80 BD 75 7$ 75 '72 72 72 .S ;: 64 61 61 61 58 r 58 58 O S 20 -`132 90 = 1313 90 80 92 9C 93 9i1. 170 82 8d SD 7A :34 34 ¢' 60 60 60 57 S7 57 54 ` 54 54 51 S1 51 49 49. 49 82 bi 52 42 _ _ tt1Pk 21 27 124 99 92 345 } 99 92 '89 5-$§ 11? -87 $7 dl 81 81 76 76 7$, 72 T2 72 S 6&.^ 61 61 61. 58 58 5g 55 55 555 52 52 52 50 50 50 96 77 72 77 61 -54 :28-45 118 106 96 103 .103 96 88 -'W =88 87 >8T 87 80 '80 80 75 t 75 75 i 72 -n 72 " $;' 61 61 61 58 58 58 SS 55 35 53 53 53 93 84 74. 73 61 8-20 -104 85 75 144 $5 75 92 85 ,73 91 _M 75 W- 82 75 74 7a 34' „:r te 64 60 bit 50 57 54 54 54 51 :� Si 51 :.49 45 <' 49 76 56 i 48-_ 38 21-27 7,17: 96 86 105 96 B6 89 89 16 87 -87 86 '21 81 81 76 76 76 Z2 72 72 \\ 2G 6£ $j 51 58 58 58 55 55 55 3$-_ `" 52 :':50"' 'W ,0 91 : #Z" 73 58_ 48 i 2645 112: 101 90 103 161 W 88 88 -88 87 -`=7- 47 ;_10 SD 80 75 :1 75 75 72 72 72 :68 is 61 61 61: 58 58 58 55-:_ 53 -55' Si' 53 53 88 &t 72 Ito 820 96 i.:tl0 '72 % 8i' ]'< 9"_ 80_+ 7z 91. ..w1Ct :.'#2„ 82 80 72 74 -.:74 72 `'\ :$}� : 60 60 6O 37 57 57 54 34 54 53 3£ 49 4S 48 74 51 _...7_- --- _ 21-27 111 88 82 105 8& 32 :89 88 82 $?'� :$?""$2' :81 81 81 li 75 75 72 72 -.72 :fi5 as ,;,6 ?..,&1 S8 58 58 55 S5 S5 52 52 52 5o 5o 50 877 43 2WO 645 107 96 as 1103 96 85 :88 88 1 SS 87 87 85 80 80 801 7S- =7S 75 =_72 72 726& 61 61 61 : 58 58 58 5S - 55 55 58 53 S3 83 76 130 820 $5 72 85 72 -Y�$,' E5- .fit $S 72 .82 72 :" 74. ;32 C ?,:..':.:' 4:: 6Fk= 57 57 57 54 54 Sa Si 51 51 49 49 49 49 ' 36 21-27 ;100 gal 73 100 80 73 $¢.\ 33 ,67 8D 73 ':81 80 73 76,' _76 7$:= 72mph 72 .`:\ $'Su 51 81 `S1 Sg : 58 58 : Si 55 SS 52 : 42 52 50 50 50 -79 43 33 28 4s 57 88 77 97 68 72 88' .; 'j'.,v$`h" 77 BD 6D , 77 75 15 7s 72 `72 72 68?: S1 6i S1 s8 s8 : s8 s5 55 55 33 53 M 61 s5 43 61 140 B-20 79 57 IT 57 79 37' Ya No Is? 74 KINER?57_ 74 57 £S7 .. 57 =f.T57-j-'Wj 54 54 -'. M 51- 5t at 49 44 49 a` 49 2i zl .�- 2. 73 42 '73. '-: 73 87 -73 .ffi - - 7$:1 72 656 61 =$2'-6# 58 58 58 55 s5 55 s2 52 52''.: 50 50.. 50 73 52 1__ GO' 32_ 2645 .$0 =,72 EO' 73 '#"'. '72 .,87 1$0 .'72 180 80 -72 75'.75 72= ;. 72 `•.72 .frT 61 61 .,. s8 SS 56 a� 5` 53 53 53 .;65.- 52 Sa 48 > SF 55 i 'a £SU 8-20 73 b0" 44 73. W a4 73 60 44 JST ''.bo 4a >,7 , .'8t7 as 73 60 4a 60 44 : 6o as " 4a 57 57 4a 54 54 a4 51 51 as 49 49 as 56 4c . 212] B5 61 8$', &i 85 51 85 51'.. ':'.83s $1.='16. 51 72. 51 .••' 61 61 :: SN..' roph 2645 ,82' 74 82 =74 82 74 82 €74 _79 -14 74 ,"'74 98 :`S&i 56 55 55 S2 "a2 = $O iL# = SII az 34 I �,"22 -61 6i" $1' $"as 41 4s 8 20 4$ 38 48 38 41f 38 :48 36 49 38 48 38 "q0 38 48 38 W 48 38 S7 48 38 54 48 38 'S1 '48 38 I mp z1 27 79 fit i; 79 51 5o 79 61 5o 79 :61 50 79 61 76 61 50 €72 61 '$oma :. 50 $3 =61, 5$, 88. So 55 55 5t1 52 51 50 S0 50 .5¢• ;8... 28-45 75 _6t3 75 80 75 60 75 b0• 75 >.60 .72 6(1 b0 60 6d,2 'EO.; t2: W 37 57 57 55 :-- 55 55 53 53 58 58 48 :: 35 39... 8-20 41 41 41 41 41 41 41 41 6O 41 5$7`i 41 SA I 41 51." 41 4�4 41 41 IYk(1 21 27 c $ 40 731 54 40 74 54 40 34 <54 40 74 54 40 14 s4 40 54 40 54 40 51 54 40 58 54 4C 55 54 40 52 5 , 4D 40 42 28-45 72 ::: 72 53 72- :53 72 53 72 53 72 53 :'.53..` ,, : 61 41 'i 53 53 59 53 55 56: 53 54 54 -33 53' 135 8 20 S7 38 38 _<51 38 61 38 x:61 38 bl 38 6# 38 61 38 61 38 57'.: 38 .s4 38 $£':': 38 :49 38 38 mph 21-27 72 48 37 >72' .#,9' 37 49 37 724a 37 72 49 37 32,':49, 37 49 3] ;49 37 51 37 5$ 413 3% SS;,^4 - 37 81 r 37 - 49.x, 37 54 40 28-45 1 48 49 48 48 1$O 8-20 59 36 59 36 :s9€ 36 59 36 59 : 36 „59 36 ROM 59 1 36 59: 36Mph 54 36 5jj 36 ., 36 51 36 49 36 36 .21-27 44 35 44 35 44 35 44 35 44 35 44 35 44 35 44 35 61 44 35 58 44 35 55' 44 5 'S2 44 35 44 35 51:. 37 28-45 :,60 3 44 &I 'i 44 6fi 44 :'6O.' 44 =m'n 72 span mn 64'span --i-nnn48 span REV 12/12/2019 =Shaded cells nd'cat-,,fitonsnwhi,h UFO Mid Clamp-n-on capacity is exceeded. See Note 9 on page 2 for details. .�a h. a a a Notation(Per ASCE 7-16) Gr s s « . .• oneable) ,_.®_,�_a_®._._ a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from Booa the outside edge of the overhang.The horizontal dimensions used Gross Group Group Group Grob 2 - ; p ; ,47 0 to compute the edge distance shall not include any overhang 'o + 1 2 3' 1 2 3 distances. ASCE 1 2n 3r 1 2n ?,e B=Horizontal dimension of building measured normal to wind 7-1b � 3r E�iEvririoidirection,in ft(m). Root h=Mean roof height,in ft m Zones 3e 2r � "� ; r p -® 9 ( )� Figure 2-ASCE Root zone Looations tior Gable Roofs 0=Angle of plane of roof from horizontal,in degrees. Wind Roof GM,.d$m #Psf•., 30 psf 20 Pd 34 laid 40 Psf 54 psf 60 psf 70 lose go ps(:.: 90 psf:* 100 p_sf-114 psf i24 pse Evict ed M.4. Edge Mod. Speed Slope GroupI Group2 Group3 GroupI Group2 Group3 GraupI Group2 Group3 Group]Group2 Group3 GroupI Group]Group3 Group1 Grou Grou `roup]Grou (mph] (deg.) Pz P3„ p2 GropP3 Grpu -p,pz GppP3 G pp. p�P2 G .pl c, p �. up3 G puP2 G ,P3 G Cpl vp,p2 pu roup]Group2 Goup3 roup]1-p 2 Group3 pl � of Gr .,o aupl r a ra r 9a 9-20 123 123 - 7 102 142 8• 85 1 86 94 54' S4>' 7S',, 75 1 75 58 S8 58 55 55 55 52, 7 49 43 48 48 48 45 45 109 96 90 80 72 sm 2127 131 221. , 494S' '.54 ;s$4' 83 g3 .83. .176'.•16. 75 :.59 i 3 ` " 9 _ _ o I 'E, tb C mP11 �9 E 6 i 3 S3 _1 _ 9_ 49 4$ 8 I23 1 i t- _-T �1 44 44 .116 a. 96 90 $8_- 74, z6 as 117 i#7' •49 9$ 98 .83 33 .83- 82 :83 $2 =7S :75. ':7G: 72 72 72, •a�.. 5< I 59 36 � _ , 45 8-20 i14 lt'1D 202 -102 163 = $g- �• g4 75 7ffi - -5$ 5$ : 415S S .2 I 1 1_ :_ 4 48 i k 4?_ 21 27 121 22I ..3'43 `89 =&l 34 84 g5" 83 83 -74 34 y 59`:..59 59 Sfi 56 SC `s 0 : 0-.( 4_2_-: 9 i 4d 8 i2 J- 7 S3 92_ 3-t 75 2&45 ,17 T i14 E- +. $3 83 i$), 52. 52 -7$ 74, !14' , 77 72 72 i 59 59 54 - .3 '� 5� { 53 51 1 I_ J9 �-»9 11C I 1, T 91 85 - 8' 20 333 1G8 102 103 '201` 14.2 46 $6 $6 • 84 -.75 75 75 5$ 5$ - 55 55 S _� _' G9 4 4. as 36 ' 3 - Js %Z i00 2127 121 .119, E#9 99 J9 99 i84 84 :84 ffi^: 83 - -._ 83 -78 78 =78 59: --;,yT9 - 56 56 56 3 ~ 4A 38 48 r aS 117 4- 2 JL 8% 72- 72 4fRh 2&45 F77 1E7 �.`I + 9g, 8;# I&9 $2-'=h; -'`82 .,-76. 79 =76 72 i 72 .72 _ _-I- -SS. -59 59 ':So �� 56 a S3 ! �. i s, a_ 4. t5 t ) 1,3 iV3 us E30 7S 1 5 820 137 141 -98r 142 341 % ::` - 86 86 84--=84 '84; - 75 58 �58 58'.: 55= 55 55 52 t 52 52 1 49 1 49 1 49 48 l a9 i 48 - d6 77 74 X88 y' 11 59 _. _ _ 21-27 121 132 11,31'- 99 99 94, '. -$4 53 =53 $3' `_ \ ;74 59 53 59 56 55 55 53-_ 53 53 50 50 �0 4. 48 5 1 50 7 87 83 2&45 .X17 317 #42. •S$- 98 98- '83- W 32 =82 82 .. s-i�i 72 72 72<.' \ q- 59 59 55 56 - 59 54 53 53 :: 53 51 t 51 - v5 +9 E &: 76 7A lltf 820 `103 96 54:: '1{12 96 9t3 .. .:. 84 $4 94, .1,75 5g 55 58 55 55 55 52 52 52 49 49 49 46 48 48 -5 8: i 45 t 58 X52 mp1E 21-27 '•2-'21 145 245` 94= 99 9954 83 =83 --83 75'`: 1'7b .. - -. 59 59 59 56 W 56 53 03 53 w 50 5o 48.. 48 48 48 i 48 a3.-� J8 84 2845 1;i7' lI796 1 $8• ,88 96 •83 ,83:,'S3 82 =828E-x 76 .;'74' ;74 72 72 72 A 59 .59 59 56 56 56 53 3 53.. 51 5l. SI a9u9 49 96 92 76 73 3i5 8 20 --90 _85 102 '90 g5 $6 ' 85 54 =84 84 :75 :i7• - '! 5$ 58 55 55. 55 52 52 52 49 a9 1 49 a8 48 i 48 77 51 48 45 2127 127. '-99 99 __46 49 84 94 $3 =13 83" -76 76•J 59 59 59 =56 56 - 56 53 _53 53 50 50 { 50 48 43 1 48 48 )3 1 48 98 \Z7 7J 74� 61 _ 2-45 131 112 32 98 -98 =92 83 83 '_9-`^-$7 8Z 82" -76 16 -n" 72 72 72 -34 59 54 56^ 56 56 53 53 i 53 51 51 53 49� 43 49 88 87 73.._- 12 120 820 96 85, W 96 86 .-,A0" %86 85 &! ,84 ':$4 „AQ =75 75 3S �;`_ -_:' 58 5g =55 55 --= 55 52;.�52 52 49 49 44 a8 48 4B .5_ 73 .54 Mph 21 27 2X1 96 96 89 '16 96' :84 $4 84 �83 :�$8 :7& 76 176 � � � 59 S9 S9' 56 56 56 53 53 53 50 50 50 48 ag i 48 e I c-& {4& 92 75 73 7Z 58 S$ 2&45 -306 105 87, 9b 98 97 0 ,83 -0 82 82' .82 76 76 ,7b 72 72 73 S$ - -t = .' .59 56.. .56,€ 53 53 53 51 '.r 51 51 ag t-a9 t 49 64 ' $3= 4g 136 8 20 -87: 77 73 $1. 37 73 3W 77 373 $4 W 73 75 75 =73.' S3 58 5$:. 55'x,>. ,4'„45 49: 49 43 48 48.. _ as 45 :;,55 -.51.' 36 35 21 27 11-# $5 a5 99. a5 15 94 94 u'T.83 $3 93 7$ 75 7s 59.i'SS .55 59 55 : 5$' s 5R' 49 4$ 4$ 49 a$ �s 4$_ 2&45 97 99' :2$ 97 r 7$- 53, 83 '.78 :. ',82-�73 '�7s 76 =75 72 •€ _S9 59 59 5$ 59 ss M 1�1 49 49 1--44 _ .9'�+Y ��a' s 36 140 B 20 38 73 ,79 72 '-=74 77 38 72 EM ;.75 58 58 59 :'.'55 .55 :55 52 52 52 4S 49' 49 48'.: ", ;�18-: 45 45 45 5#'- , 4a 44 Mila* 21=27 '99 77 77 93, '77 77 34 71 '1.7T.: 53 ':77 77 1711 74 ;7G: s9•'•^.,59 59 54 59 .";'S3 59 ^Ss'=" W 50- s4 a$ 43 'd9• '4$ 4$ -. ,45 76: W 54 611 40 40 2&45 90 '_47 72 93 ;>87 72 93 33 :72' ,� '':g2 72 =76 76 72 71 ;72 72 59 59 59 8S 56 56 -$3 '53 S3 S4 51 51 49 49'.: 43 s zo 72 64 72 6o W. '{ i72 7a W 50 sa 53 5 55 55 55 52 :': 52 52 49 49 . 150 W 60 � :..48, .4$ : 45 48 45 45 45 ���i 37 34 38 21-27 91 72' :72 91 32 72 72 :72 $2 72 72 74 72: ^72: 59 59 59 W 56 58 53 53 : 50 50 1 54 48 4$ '48 48 49 48 72 - 51 51 52 Mph 28-45 W, 84 g3 EW 83 to W '82 :so 176 76 72 59 54 54 56 56 56 1 53 53 53 51 1 51 51 :49 44 49 �.... 34 48._ 37 Ifdl B-20 ::=59 51 i59. 51 59 51 :i59 51 59 51 54 •51 S9 51 5g 58 :5 55 55 51 52 52 Si 49 49 49 48 48 48 45 45.. 45 45 21 27 gill 83 $2 84 75 59 59 59 .56 : 58 53 53 53 5o 54 54' 48 '48 48 48 49 -49 40 40 45 28-45 74 13 40 76 73 60 ;76 .75 I$D 76 73 84 70 73, `6o 72 -72 W ;�„${�° W 59 '54 58 56 55 55 53 53 53 51 $1 1 51. 48 43, 44 59 54 i 40 170 8-20 4$ 41 >4$ 41 48 41 =48 al W 43 41 4$ 41 548 41 ':'':.,45.; 4155 49 41 52 48 41 49 48 41 48 43 41 45 45 41 38- 21-27 PROPRIETARY AND CONFIDENTIAL Module Mounting System 05/25/2018 ; it#14FQR?AAT:t+N�CWTA�NED:N il:fS G2RW11iG 1.THF.SOii:.CN!JPF.fiiY c» WWRINv I ANYRFRRON, NPART Ofi AS A9,E,4.TfuTrN,NInEN Bonding End Clamp (CRMO) � ?F.R41SSgN(:F IFGNfv'Q(:F 3NC.IS FFM.NigIF'ti?. I VARIES I i i I i 1 f I k VARIES XR Rail—, DETAIL C [ B C (Module Removed for Clarity) i f Slope i FE I i Eft 1 i PLAN VIEW Module Mounting System Bonding Mid Clamp E f DETAIL B Module Mounting System Bonding End Clamp (UFO) IRONRIDGE XR Rail DETAIL A FLUSH MOUNT SYSTEM EX-0015 EXHIBIT: EX-0015 - page 1 of 3 F, HT W; PROPRIETARY AND CONFIDENTIAL ---- ------------- --- Module Mounting System 05/25/2018 `.=:NfiiwMAICN C[:NTAMF.G iN'rt15[AAiirop:IS T.1E 5(P_E?fw?EwTf Cf fi::NR6. YNEeo-., wP �^ EMTw , N Module Mounting System Bonding End Clamp (UFO) • Fe3ih4sSY+N CE!::9NNn,e:wc.�wrow!enE.. Bonding End Clamp (CAMO) PV Module i XR Rail i i i I I DETAIL D i (Module Removed For Clarity) DETAIL G ( lYJ PLAN VIEW j I 0.4 X L ( MAX) (L) 0.4 X L ( MAX) Span E G D , I F i Existing Roof Structure PV Module- PV Module Rail Attachment XR Rail— (FlashFoot2 Cap Shown for Reference) i 3/8" Module Gap Islim Module Mounting System (TYP) Roofing Bonding Mid Clamp (By Others) PV Module PV Module I DETAIL E Roofing Framing (By Others) Flashing (FlashFoot2 Shown for ZZANWIRONRIDGE, Reference) DETAIL F FLUSH MOUNT SYSTEM '''`F DWG.NO. EX-0015 EXHIBIT: EX-0015- page 2 of 3 -:VA. 'NTSVEiCHi pt,'A SEFT,fl','3 PROPRIETARY AND CONFIDENTIAL LINMRNIV ONCONTAINEDIH THIS NAVAG IS INE lltl."Onpr?OF My REP90OLCTM IN PAR'OR U A WHOLE WTNGIff TEF WIIJIE# 05/25/2018 05/', Module Mounting System Rail Attachment Bonding Mid Clamp (FlashFoot2 Cap Shown for Reference) Flashing H(FlashFoot2 H Shown for Reference) Roof Covering (Shown for Reference) Roof Panels (By Others) 3/8" Bolt and Nut, (TYP) Module Mounting System Bonding End Clamp (CAMO) OR Module Mounting System Bonding End Clamp (UFO) Roof Framing XR Rail Options, TYP: (By Others) DETAIL H 3.0 2.4 1 .8 ZIAL : XR10 XR100 XR1000 RONRIDGE FLUSH MOUNT SYSTEM EX-0015 EXHIBIT: EX-0015 page 3 of 3 Wl--'�-:N!A