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1137 VIOLET ST - SOLAR ELECTRIC
i- , tJ J%J�✓Js < CITY OF ATLANTIC BEACH =s1 .- - s> 800 SEMINOLE ROAD 15 if , ATLANTIC BEACH, FL 32233 '71- ;� > INSPECTION PHONE LINE 247-5814 ELECTRICAL SOLAR PANEL - TEST MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: SOLR17-0004 Description: 3 kW roof-mounted photovoltaic solar panel Estimated Value: 15000 Issue Date: 7/14/2017 Expiration Date: 1/10/2018 PROPERTY ADDRESS: Address: 1137 VIOLET ST RE Number: 171008 0010 PROPERTY OWNER: Name: PATRICK GLEBER INC Address: 888 KINGMAN RD HOMESTEAD, FL 33035 GENERAL CONTRACTOR INFORMATION: Name: Address: I Phone: Name: BUILDING UNLIMITED ROOFING & SOLAR Address: 1,2620-3 BEACH BLVD# 181 JACKSONVILLE, FL 32246 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. ai ELECTRICAL PERMIT APPLICATION • CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904)247-5826 Fax (904) 247-5845 01—e-- 11 — OCOLI JOB ADDRESS: // 3 7 V i(%ie 1 5 PERMIT# A +L�a►��z /'_-4e&al f 3 ' JEA INFORMATION REQUIRED ON ALL PERMITS 7-DO AMPS Zig 0 VOLTS A N5i-e PHASE VALUE OF WORK$ l 3 r OLIO- NEW SERVICE ❑ Overhead ❑ Underground ❑1 Underground up Pole Residential(Main)Service 0-100 amps 1101-150amps 151-200amps amps #of Meters Commercial(Main)Service 0-100 amps 1101-150amps 151-200amps amps 'QCT Service amps Conductor Type Size Multi-Family(Main)Service 0-100 amps 101-l 50amps :151-200amps amps #of Unit Meters I Temporary Pole amps SERVICE UPGRADE f amps CT Service amps MAY 1 8 2017 NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) '100 amps 1150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps ., 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS 1 Swimming Pool II Sign Smoke Detectors Qty Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ I S 00 REPAIRS/MISCELLANEOUS Replace Burnt/Damaged MeterCan Safety Inspection IPanel Change 10H to UG *Other: Pi 0 V hill' opr S 3 k lit, , Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. AA-- Property Owners Name P/4-112 I cls 6— -e/LL '"1 /fit( Phone Number 1E36- 7E36—3`/�-/3 18 Electrical Company IS 1 s I t,L,w,s1.6-62-:?`l' ' .ftvt Sv Office Phone `?5'/23S '3 d7 Fax/ '371037. Co. Address: f Z 1,?0 6-e leis 6/t.cc /9 / City 114c 5oNivi l(/ State F' Zip 3 224(0 License Holder(Print): k moi'r'.) rs1r/N State Certification/Registratio Notarized Signature of License Holder 4) 20 /7 Sworn and subscribed before me th'`�-;;, � aue ' Signature of Notary Public C` -Ij A Gomori FF2;2996 Expires 6/26/2019 OFFICE COPY Gindlesperger,Toni From: kevinmartinrealty@gmail.com Sent: Thursday, May 18, 2017 2:04 PM To: Gindlesperger,Toni Subject: Fwd:JEA Solar Permit Approval - 07 - 1137 Violet St - Ma in, Kevin - Solar in Roof- ADDITIONAL INFORMATION Sent from my iPhone Begin forwarded message: From: Net Metering Program Mailbox<netmeter@jea.com> Date: May 12, 2017 at 8:28:10 AM EDT To:Jimmy Douglas<idouglas@coi.net>, Rick Taylor<rataylor@coi.net>, "Ricky Smith"<rickys@coj.net> Cc: "kmartin@Solarinroof.com"<kmartin@Solarinroof.com>, "Gutierrez, Edgar A.- Manager Customer Solutions"<gutiea@iea.com>, "Lundeen,Timothy M.- Manager System Analysis" <lundtm@jea.com>, Net Metering Program Mailbox<netmeter@iea.com> Subject:JEA Solar Permit Ap_prov_al#1077-1137 Violet St-Martin, Kevin-Solar in Roof-ADDITIONAL INFORMATION-- The size of this customer's PV system as submitted meets JEA's Tier 1 net meter requirements. Premises._. Martin, Kevin (954) 235-8307 kmartin@solarinroof.com 1137 Violet St Jacksonville 32233 Contractor—Solar in Roof Kevin Martin—(954) 235-8307 kmartin@colarinroof.com PV system information from application 11 panels 3.08 kW Roof mounted—fixed axis Dennis Fleming JEA DSM Coordinator 21 West Church St. T-12 Jacksonville, FL 32202-3139 flemdj(u�JEA.com voice 904-665-7077 fax 904-665-7386 Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Any email sent to or from JEA's system may be considered a public record and subject to disclosure under Florida's Public Records Laws. Any information deemed confidential and exempt from Florida's Public Records Laws should be clearly marked. Under Florida law, e- ll 1 4 JEA APPLICATION FORM FOR INTERCONNECTION OF RENEWABLE AEA GENERATION SYSTEMS (TIERS 1 AND 2) The JEA Net Metering Policy is intended to facilitate generation from customer-owned renewable energy sources to offset up to all of the customer's energy requirements. Interconnection to JEA's distribution grid requires advance application approval by JEA and a properly executed standard interconnection agreement with JEA. The application approval and the interconnection agreement must be obtained prior to initiating installation or construction of the customer-owned renewable generation system. OFFICE COPY 1. CUSTOMER INFORMATION JEA Account Holder Name: ,✓F(//h/ N'l1`i1-/ (-J JEA Account#:�'-g 7‘73.5-775- Address: 35 /75Address: I l 1 V ole i f ig r City: 4-4-L/-,v{)e ,C Arai State-1-Z Zip: 3z2 3 3 System Location (if different from above): Customer Phone#: x$11 2 36-0-5 Fax#: cie`i3 F1 0378 Other#: Customer Email: Ki", e9127;d.' (J 3 /tt r' i ry F. W 2. SYSTEM INFORMATION V I Z N � "Q z Type of Renewable Generation System (RGS), please check one: Residential ❑ Con i4 O o- < g r: In Size of RGS, please check one: &fTier 1- 10 KW or less 2 W - 0 OcQoz ❑Tier 2 -Greater than 10 KW but less than or equal to 1,0a,„ a 8 O Tier 2 systems may require the utilization of other engineering groups within JEA, which may tag �t incur additional customer costs, depending on the services required. < w I- N Renewable system source type: p Q E w Yd Solar (PV) ❑ Wind ❑ Bio-mass ❑ Other 0 a w CO System Manufacturer(s): F- w C w Inverter Manufacturer: 1 N pi)A e I2 .) i ti's"F✓4er' W V N U W Number of Inverters: / Are Inverters UL 1741 Listed? Yes ❑ No ¢ cc Inverter Location: «tip 2€ ( Pf-Inte/' Manual Disconnect Switch Location: l3 y /l'74/K,, Ei41zE/. I"1 E7`E i' If Solar: Number of Panels: 1/ Panel Location: /i ho✓ er) 11 Panel Manufacturer: C /I H cw I Manufacturer DC Gross Output Power Rating of System in kW (total): -3e7 E3 0 kW Annual energy production (AC) of the generation system to be installed (kWh per year): 5' '7 S kWh Customer annual energy usage (kWh in the last 12 months, estimate if new structure): /L/ 1-f00 kWh To determine your annual energy usage please login to jea.com and go to My JEA Utility Tracker. For a new structure please attach detail of the calculation of your estimate. �! Are energy storage devices included in the generation system? ❑ Yes la No If the generation system includes a storage device, please provide an electrical one line diagram, the energy storage capacity kWh, and the demand capability kW In order to qualify for a net metering interconnection to JEA's distribution grid the customer's generation system must have a gross power rating that does not exceed 90%of customer's utility distribution service rating and does not result in annual energy(kWh) sent to the JEA grid that exceeds the customer's annual energy (kWh) obtained from the JEA grid. My JEA Utility Tracker is not available to customers with photovoltaic systems. October 9,2015 Page 1 of 3 JEA APPLICATION FORM FOR INTERCONNECTION OF RENEWABLE GENERATION SYSTEMS (TIERS 1 AND 2) OFFICE COP 4161k 3. CONTRACTOR INFORMATION Installation Contractor: 6,3. I11Nit- VN/4,.,;4/a7an5 f Soh(✓ License# � C -5b8V 6, Contractor Address: I 10-3 J5 Et cit 81v c1 -4.1 I City: 76c,k`�cn.;v ,//t' State: F2 Zip: 3224/6 Email: /Livl6k'-Tirk.'(J�tkcr;,L,/Lcv U� Contractor Phone#: '15 11-2 35--f'�30-7 Fax#: (kg-3 7`%-4337$ Other# 4. HARDWARE AND INSTALLATION COMPLIANCE 1. The system hardware shall be in compliance with: a) UL 1741, Inverters, Converters, and Controllers for Use in Independent Power Systems b) IEEE Standard 1547-2003, Interconnecting Distributed Resources with Electric Power Systems 2. The system shall be installed in compliance with: a) All relevant articles of the National Electric Code (NEC) and subsequent revisions b) All local building and electrical codes. An electrical permit is required. c) JEA Electric Systems Procedure ES 20202 902 DG Facilities. 5. INSPECTION The following items will be inspected/tested: 1. A manual disconnect switch (lockable) must be placed within 5 feet of the revenue meter (or as deemed acceptable by JEA inspector) so it can be accessed at any time. 2. If the disconnect switch is located away from the meter, a permanent sign must be mounted next to the meter stating the location of the disconnect switch. The sign must be 6" X 6" minimum with red background and 3/8" minimum white lettering. 3. A JEA provided sign stating "NOTICE: RENEWABLE GENERATION SYSTEM DISCONNECT" must be permanently mounted at the manual disconnect switch location. 4. The manual disconnect switch will be opened and the inverter(s) will be observed going offline. If micro-inverters are used, the AC disconnect switch cover and the main service panel cover will be opened / removed by homeowner or contractor, and the wiring will be visually inspected. Owner is responsible for having covers and/or panels removed for inspection. Upon successful completion of the inspection, the meter shop will be notified so that a two register meter can be installed at the customer's facility. Warning: Do not energize the renewable generation system until JEA installs the new two register meter. The current meter may reverse register direction and activate anti-theft signals to JEA. 6. DOCUMENTATION The folloyng documents must be provided with this application, customer to initial: L Site survey clearly showing location of Renewable Generation System, Inverter, and Manual Disconnect Switch Documentation of inverter UL 1741 Listing or compliance to UL 1741 V12 tieCk (6.11 Completed W-9 form signed by customer(name must match JEA account name) N OWN Interconnection Agreement signed by customer (name must match JEA account name) A copy of the electric permit must be provided after JEA approves this application. October 9,2015 Page 2 of 3 JEA APPLICATION FORM FOR INTERCONNECTION OF RENEWABLE GENERATION SYSTEMS (TIERS 1 AND 2) NI1111154. OFFICE COPY 7. JEA NET METERING POLICY The entire JEA Net Metering Policy can be found at www.jea.com and selecting Environment, Emerging Technologies, Net Metering, and JEA Tier 1 and 2 Net Metering Program As the owner of this system and by signature, I have received, read and understand this application, the JEA Net Metering Policy anj have signed the supplied Department of Treasury's Internal Revenue Service Form W-9, "Reques f6i.Taxpayer Identification Number and Certification." Signed: -� Name (Print): //�, i\..•` t^-i T' �` Name ci mai with JEA account holder name Date: M/6/7 19c) Zc%i October 9, 2015 Page 3 of 3 11Ay City of Atlantic Beach APPLICATION NUMBER 9' t# ; Building Department (To be assigned by the Building Department.) �� `e, 800 Seminole Road p Jam/ Atlantic Beach, Florida 32233-5445 S C' — bp° LI � t Phone(904)247-5826 • Fax(904)247-5845 I %_%-,x;/19 E-mail: building-dept@coab.us Date routed: b 7 1 I ('- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 3 \ik o Lk S4 Department review required Yes o (Sildinqs") Applicant: QVi5 U Vt .\td 4\ \LL Planning &Zoning Tree Administrator Project: K W t0 OV-rn m_ea : o-t pant Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC TION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: �^ BUILDING ' PLANNING &ZONING Reviewed by: / / r Date: 5-31"/ 7 TREE ADMIN. Second Review: Approved as revised. ❑DeniecN PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 , CITY OF ATLANTIC BEACH , 01 800 Seminole Road ;_., A Atlantic Beach,Florida 32233 v Telephone(904)247-5800 • FAX(904)247-5845 'V�J13]�i� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:573 j /'7 Received by: Resubmitted: Permit Num er: k ` ^ Sp/a` /1-000 Original Plans Examiner: "1/4' Project Name: Project Address: /13 7 j,;o/e/ 5.fire f Contractor:g,,,( U,,l, l': t o/ Co tact Name: ,A) �1Q.L.7- Contact Phone : q52,1 -23c- e3o- 77 C - ' : v:ro t^-t..i e-r;ov/a,a./lr„�v- jC ivr fiL. 4-�_ Revision/Plan Check/Permit Fee (s) Due: 50,p sr) v Description of Proposed Revision to Existing Permit: . Additional Increase in Building Value: $ ---1.) . Additional S.F. " . Site Plan Revised: Public W/U Approval: By signing below.I(print name) affirm that the above revision is inclusive of the proposed c es. S'.•. ontractor 5/3// L 3/ 17 (Contractor must sign if increase in valuation) Date Office Use Only ? Date: S J 1' l'"? Approved: x Rejected: Notified by: Plan Review Comments: artment review required Yte7fCro 17k1 -- Buil Buil ' tarminy-&-Zoning Tree Administrator Plans Examiner Public Works S- -31" /1-31. /7 Public Utilities Public Safety Fire Services Date Created 4/13/16 Rev.3 . • i i r 0 _ L , . 3 ! It , Pr-01111w tai, ! po OFFICE COPY hpin lop! NI; ipiiioefolif . ii ,,,o „stj h;il-ii Eli, 'ilit filo ill 1441 „:11 1 si ill lc 10 a ._.... 0 i! „p � ! i PO;13 , - $ l uI (' . II.lIl (. p( ' IFIje' ilii s'P_ _ i ( I I full! ; 91 VIOLET STREET (so U mo,.r+-n.*tor? s. e..... 's 'it. xioTi) a.3o sn3 s c v N1 a J1'y�r°"s—_27.÷:::=4” 7,/, I •,.>Ae "ja J C O i it '• �� =F �¢ �� '�: v. 1 iil E I ! _ ,15 „hi: IN o /\ i a t QI a i • ^,o ;I', C ,:!MI- 49.94•(() -c, r I'''t{{ 1 Y C O C K ••- I 5000'(8) + S I L it LOT 1 L O I 3 !� Hi 14) _,..__.. _ —I ." I - STE RUIN —I I.�• • Ii �:;;, VIOLET STREET. �I rc+v�., nom. � ATLANTICBEAAC ,FLORIDA _..� 'N L I Uv LA)—• Eic /i a, is c �t AL,R ZU 0 wu tf- Iry ph A42 2 CC A i7 fix qt) 11-1111.14.41 041:20 OFFICE COPY sitic t-226' AtAdi 13 1'1 41C31 J4-414sNv-(Ii, dp 15H23503,r/ 1L bK ruc 7 ,N `_ac,i0-7 l ni Gof- 4P--- Nyle ar19147 va-44 -'h L fae L, . 47 e'Ci t 2017 • Erpha8ek M260 Microinverter//DATA INPUT DATA(DC) M260.80-2L4322,M260-60-211426•.... ✓»-,. . Recommended Input power(STC) 210.310 W Maximum input DC voltage 48 V Peak Dower tracking voltage 272-39Y OFFICE COPY Dooming range 16 V-48 V Mm/Max start voltage 22 V/48 V Max DC,short croon current 15 A OUTPUT DATA(AC) e208 VAC .„......_...:.•. _.....-. , 0240 VAC Peek output power 250W -.---- 250W _.-- 'fated;rgrtinuousi output power 240 W 240 W Nominal output current 1.15 A(A sins et nominal duration) 1.0 A(A its at nominal dumber') .Nominal voltage/range 208 V/183-229 V 240vr211.261v Nominal frequency/range 60.0/57-81 Hz 130.0/5741 Flo. Extended frequency range' 57-62.5 Hz 57-82.5 Hz Power tactor >0.96 BOAS Maximum wits per 20 A branch circuit 24(three plasel 16(single phase) Maximum output fault current 850 mA sins for 6 cycles 850 ask rine far 6 Cycles ..EFFICIENCY ...,.. ._......,.....,.,_... _—...._.'---" CEC weighted efficiency 96.5% Peak inverter efficiency 96.5% Static MPPT eflicency(weighted.reference EN50530) 99.4% Night time power consumplion 65 mW max MECHANICAL DATAAmbient temperature range -40°C to+85°C ....._...._.."_—. Dimensions(WelgeO) 171 mm x 173 rum x 30 mm(without mounting bracket) Weight 1.6 kg(3.4 lbs) Cooling Natural connect on-No fans Enclosure environmental rating Outdoor-NEMA 6 Connector typo M250.60.211--S22-MC4 M250-60-214526 Amphenot 114 FEATURES _ - ... ..._ ..,......._ �..... _ Compatibility _.._._atlb$e ddes . eommxmlcafwrl Glide wi1f160-ce8 PV rrtodtres ---. ..... Power hoe Intograred gramo The DC circuit meets the requirements for a PV ungrounded arrays N NEC 690.35.Equfnorrt ground is Proeded in the Engage Cable.No aed orral GEC or ground is required Ground fault protection(GFP)Is integrated into do rniraoinverter. Monitoring Enlighten Manager laid MyEring'aen trprutorelg Options Complienm IJL1741/1EEE1547,FCC Part 15 Class B.CAWCSA-022.2 NO.0-M91, 0.4-04,and 101.1-01 •Fretaeat/ranges can be oxtsnded beyond nominal 4 replied by the utxty To learn more about Enphase Microinverter technology, visit .. enphase 027.3 Una..F+M A.r year wan.wo N eanssev.o binds n Ieuccwerr re?roe:nA'n m,Is,flsas.deur ...�. ,.. phase`Microinvertors Enphase M250 OFFICE COPY • The • delivers increased energy harvest and reduces design and installation complexity with its all-AC approach.With the M250,the DC circuit is isolated and insulated from ground,so no Ground Electrode Conductor(GEC)is required for the microinvetter.This further simplifies installation,enhances safety,and saves on labor and materials costs. The Enphase M250 integrates soemlessly wdn the Engage"Cable.the Fnvoy'Communications Gateway",and Enlighten',Enphase's monitoring and analysis software. -Opal r zed to hlgner-cower No GEO needed(or microirwene• -4th-generation oroduc! roodol"`i -No DC design or Strang caiculabon •M:xir than,1 melon hours of testing -Maximizes energy production regard and maioris 01 units shooed •Minimizes impact of shooing, -Easy inStatation with Engage -Indurtryltadirg wai renty uo to 25 Jus:.and debris Cabre years enphase- v C /� IRON RIDGE XR Rail Family Solar Is Not Always Sunny - - Over their lifetime, solar panels experience countless _OFFICE COPY extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of '''4,‘.,. ,„, i -- ripping panels from a roof, and snowfalls weighing ' / enough to buckle a panel frame. ``4 XR Rails are the structural backbone preventing these results. They resist uplift, protect ,, against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, -., reducing the number of roofA penetrations and the amount ./' - of installation time. . ''rte, _ / , ..,,,,,,,,.. pit li Force-Stabilizing Curve Sloped roofs generate both vertical and lateral f forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails is specially designed to increase str- • t .. • • directions while resisting the twistin. iEivED feature ensures greater security duh g . weather and a longer system lifetime. I,AY 31 2017 Building Department City of Atlantic Beach, FL Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series ®, ^'. compatible with a range of tilt leg aluminum alloy,then protected with an Ilk,1.,/)I FlashFoot and I--1 options for flat anodized finish.Anodizing prevents surface I other pitched roof I 1 roof mounting and structural corrosion,while also providing . attachments. applications. a more attractive appearance. Tech Brief XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR100 XR1000 XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail.designed for regions with light or mounting rail. It supports a range of solar mounting rails. It's built to handle no snow. It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans 12 feet or remaining light and economical. maximizing spans up to 8 feet. more for commercial applications. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish • Internal splices available • Internal splices available • Internal splices available Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. Load Rail Span Snow (PSF) Wind (MPH - dal 6' 8' 100 120 None 140 XR10 XR100 } XR1000 160 100 120 10-20 --- 140 160 100 30 160 100 40 - 160 50-70 160 80-90 160 ©2014 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.13 ,AI_ IRONRIDGE XR10 Rail OFFICE COPY See Descri tion / Length 44: -- .62 • .46 Rail Section Properties Property Value 1.67 Total Cross-Sectional Area 0.363 in2 1.75 Section Modulus (X-axis) 0.136 in3 1.33 Moment of Inertia (X-axis) 0.124 in4 58 Moment of Inertia (Y axis) 0.032 in4 Torsional Constant 0.076 in3 Polar Moment of Inertia 0.033 in4 1.00 Clear Part Black Part Number Number Description / Length Material Weight XR-10-132A XR-10-132B XR10, Rail 132" (11 Feet) 4.67 lbs. XR-10-168A XR-10-168B XR10, Rail 168" (14 Feet) 6000 Series 5.95 lbs. Aluminum XR-10-204A XR-10-204B XR10, Rail 204" (17 Feet) 7.22 lbs. vi.o 1495 Zephyr Avenue IRONRIDGE Hayward. CA 94544 OFFICE COPY 1-800-227-9523 Iron Ridge.com Attn: David F. Taggart, VP Products, IronRidge Inc. Date: March 28m, 2017 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. 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 following reference standards for the load conditions and configurations tabulated in the attached span tables: • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • 2012 International Building Code (IBC-2012) • Florida Building Code 5th Edition (2014) Building • 2010 Aluminum Design Manual (ADM-2010) 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 1, 2 & 3, and roof slopes from 0°to 45°. The span tables are applicable provided that 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 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. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. ©2017 IronRidge, Inc. FL Flush Mount System Certification Letter-1 1495 yr enue 4 IRONRIDGE Hayward, CA9 544 Hayward, CA 94544 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 7-10 Chart 1.5-1. 2. When designing with a roof slope not listed in the span tables, but no greater than 45', the lesser of the two span values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a roof slope of 12°, use the lesser of the two span values associated with 10°and 15°. 3. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A (Risk Category II wind) and any state & local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient(Kzt) is taken as 1.0. 4. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. If a more restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS<2.0g for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS s 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: SS<_ 1.5g for Site Class A, B, C, or D. 6. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A. 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. An array to roof clearance of 2 inches minimum must be provided. 9. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load &configuration condition from the span tables. 10. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 11. For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20 inches to Roof Zone 3. 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. ©2017 IronRidge,Inc. FL Flush Mount System Certification Letter-2 %/,r. I RON RI DGE 1495 Zephyr Avenue Hayward, CA 94544 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. .‘` Gr X rrr��i Sincerely, ,.•\C•E N8:••• • F • % *1 No 80599 . * ."(1/ 0101111111Pr ••• -A ATE ' �: OF • w: �j • irJ O�'�G Rt•pP ' ��: /28//7 Gang Xuan, PE, LEED AP Senior Structural Engineer ©2017 IronRidge,Inc. FL Flush Mount System Certification Letter-3 Flush Mount System Span Table(Inches) Rail --- -- XR10 Portrait Instillation)Maximum Module Length 67.5') .• Exposure B 1694 neat Groped Snow.Oplf 1000 20 pal 30 W1 6000 SO psi 60psf 7000 10pd 9000 51399 peo. Tone 1 240.2 24471 m,.t 1 Zane 2 r..,.1 24471 Io.1 mo.2 64..3 lo.I 10.1 .. a. 14471 ro.1 I.tan.r 2a.1 20.1 20.2 tone 3 trot I I 1«., rte ;2T I I T r 3 j r�2T I _T—T... S p ]I SS 6] 67 SS X X SS SS SS SS SO SO 50 45 45 IS 4 41 l It lE 16 16 14 M )i 34 ]1 16 PO 74 16 4 4 314 SS f1 SS 14 N 4 43 4 H H b 16 b 31 11 11 31 31 Sl IS /3 X GS 65 X 55 15 55 51 St 51 45 44 45 40 q 40 17 17 17 ll 0 11 12 A .9- l) 11 55 65 65 55 SS SS SS Sl 51 S1 45 q 1/ l) b b b A A 1) )0 30 10 110 21 >1 >5 6161 51 SS SS X Sl 12 51 45 45 43 41 41 41 b 36 b b 44 54 42 A A A 31 31 DRi- 61 31 )a 65 65 65 X Si 66 X H 54 0 0 43 43 4 H H l) 11 l) b 31 N 31 11 11 35 74 74 74 4 66 N X X ss X X X 49 N 45 45 45 41 41 4 b 36 16 N b 4 40 A 71 23 Y 61 Y to 60 60 S9 H 59 51 S3f3 4 4 4 41 41 45 41 41 41 H H H 17 37 17 45 73 71 71 69 6A Y 61 63 N 62 62 62 57 S) 51 13 13 13 49 19 4 N Y 4 44 44 N 41 41 41 5 00 N 13 6/ 4 S1 X 16 fl SS SS 51 SO SO SO 45 45 45 41 41 41 A 38 b b b b H N b 10 A 67 X 4 4 14 SS SS 34 X 54 H 47 4 47 Il 43 4 19 417 36 b A A 33 31 31 11 IS ■ N X GS 61 $4 fl 53 4 Sl St St l5 45 45 40 . q 37 17 37 I3 A 11 p A 11 p JO p 10 11 6S S3 65 64 53 42 SS S1 51 11 51 0 at 4S 40 q q 37 )/ 37 b b b A A 32 30 30 30 115 2S 16 N fl 61 4 SS SS 13 SI 12 52 45 45 45 41 41 41 34 b 33 b b b A A A 31 )1 31 33 11 72 1T 64 N X Si 56 54 H Sa 4 4 0 Il 4 I1 H H H 37 3l 37 b b b A 32 H IS n )I r2 65 GS 61 17 57 51 55 55 55 4 49 4 15 45 45 41 41 41 b ■ b b b b b 34 34 46 A 71 71 67 67 67 49 H St S) S) 57 53 U 54 Y 4 Y 41 4S q41 41 41 H H M 37 37 37 aS 71 71 71 Y Y Y 62 62 54 61 61 61 X X X SI SI SI N N h 4 4 4 44 4 N 41 41 41 > 40 61 S 6164 SO X X 50 51 11 SO 50 50 50 4 45 45 4 41 41 )4 36 H b 36 36 -34 M 34 10 H N SI 66 64 52 SS 11 SI X 54 51 47 4 47 4 43 43 H „ H b b b 11 A p 31 11 31 1S A 61 51 65 63 SI SS SS SI SI SI SI 45 45 40 40 40 31 37 17 11 13 11 A IS A )0 p 10 20 ]/ 62 11 61 61 S1 11 11 11 Sl 11 51 45 45 45 40 40 40 17 17 17 51 14 51 12 11 A 40 30 120'—)S T6 62 51 65 6l SI SS SS SI SI S! SI 45 11 1541 41 4 31 b L b b b A 12 A 31 J1 11 p 71 ]t 71 61 614 55 SS SS U X 53 47 4 41 41 43 41 H H H 0 4 0 14 b b A 32 32 3S 10 p p N 64 N X X X SS X SS N q 4, 45 45 4 41 41 4 M b 34 36 b b b X b 40 A 69 N 65 6S 4 X X S6 57 11 51 1) 5l 54 Y Y Y 44 44 43 41 41 41 H M » 1I 31 37 09 N Y 41 0 61 61 61 03 60 60 X X 56 53 S3 53 4 N Y 46 4 4 N N N 41 41 41 1 >s X 4/ 67 X 47X 56 47 SS SS 47 50 50 47 45 45 45 41 61 41 11 Y b b b b 14 b b 10 A 59 4414 59 4 SS SS 4 4 H b 4 43 4 39 H H 16 b b 13 A 13 11 ll 41 15 M 53 65 X 4 SS SS 4 SI 51 4 45 45 45 40 40 q 37 17 31 4 0 11 12 0 12 30 30 30 p 77 X 65 Si 47 SS SS 47 SI SI 47 45 45 43 40 40 40 57 I) )) 14 b 32 A A 30 30 p 190 IS 76 5> 4 6S S> 11 SS SS 4 SI X 4 4S 45 45 41 41 41 36 36 31 44 b b 32 12 15 11 11 51 b 61 N 4 61 61 61 14 X $4 12 v S} 47 4 0 41 43 43 H H H 51 37 17 b N 44 A 13 31 35 66 65 65 U 62 62 SS SS H X H 91 49 q 49 41 45 41 41 41 41 b L 1.1 b b 16 14 b 14 • 4 65 65 Y 61 61 Sl S) 55 56 X X 52 52 51 Y Y b 41 AS 41 41 41 IJ 37 4 H N N 64 N S9 H H SS 51 X SS 5S 55 SI 51 SI LI 4 LI 46 4 4 44 0 44 41 11 41 5 ]] X 43 6] SI 41 X 54 41 H 4 4 SO 50 41 4S 45 4 41 41 41 I3 m H M 36 16 14 14 34 10 75 15 45 4 55 15 51 5S 4t X 51 IS 47 4 45 43 41 43 H H H W 13 11 33 11 41 11 1S 24 54 44 65 S• 44 SS N N 53 SI 4445 q 40 40 31 37 37 11 A 11 12 A 11 10 30 )0 Id A X N 65 H 44 SS X Y SI 51 44 45 45 40 q 1> 17 11 54 4 31 A A A 40 30 30 140 15 n 53 N 65 53 a. SS Sl N 12 fT 44 as as 44 41 41 41 b Y 31 H 14 b A A A 11 11 11 61 19 S9 91 t! S) 52 SI SI SI 46 4 43 41 H H )l b b 34 A 11 31 IS U 61 61 S4 X X S) X Sl 48 4 4 45 45 41 41 41 IS 0 b 36 b 16 b N N 63 61 61 61 61 61 SS X X SS X SS 51 51 51 47 0 0 4 11 1141 41 4 39 H A 31 37 37 45 4 60 60 61 60 60 S) S] 57 ST S] S) N N 54 SI 51 SI Y 44 Y 61 4 4 41 41 41 5 6/ 50 q 50 40 X 50 40 SS 10 q 50 50 q 43 45 q 41 41 40 13 36 A 16 b X b b 34 10 p 51 42 65 SI 41 54 51 4 N St 43 H H H b b b 13 14 it 31 11 11 IS 69 51 4 N 51 41 4 51 41 51 S1 41 45 44 41 43 40 q 17 17 17 II 0 51 12 11 li 10 10 30 20 N SO 41 N 50 0 X p 41 SI p 41 45 45 41 40 q q37 1> 37 N 14 34 l) 12 15 p p p 150 13 67 50 41 N 50 41 SS X 41 S2 SO 41 45 45 41 41 41 41 b b 91 SI 4 14 11 32 12 31 11 31 XI 60 X X 51 S) 57 51 SI Sl N N 4 43 43 H H 39 31 37 35 14 b b 12 11 31 33 00 56 X X X Si 51 0 51 51 52 0 47 47 47 44 44 41 41 41 53 91 SS 16 36 36 31 b 34 q 60 57 51 19 S) SI X X 4 SI 51 49 Y 49 46 46 4 44 44 44 4 41 41H H H 17 el 17 50 57 57 40 57 5] SS 55 SS SS SS 51 Si 17 S2 H N q 47 47 47 43 45 45 41 4 43 41 41 41 5 ' 53 4 63 II 31 16 4/ A SS 4/ 4 SO 47 31 45 45 16 41 Al A A b 36 M )6 b N 54 34 1.45 4 Y H N 91 S4 H Y 19 47 0 19 44 41 H 39 39 X 16 36 31 A 31 11 )l 11 IS Y 4.3 19 U 01 H 11 4 H 51 4 H 45 45 39 40 H 37 13 37 11 U 11 11 A 11 p b p 10 N q M 4 H SI 4/ H SI 4 H 45 45 39 31 3/ )/ N 34 N 11 A 11 30 30 30 160 IS N Y H S4 H SI 47 49 4341 41 H 38 b b X b 34 12 A Y 11 ft 11 30 X 55 55 55 5S 51 SO SO SO Y Y Y 45 45 41 41 41 41 H H H 10 37 )) b b 14 A 1l 32 JS S1 SI 14 X X 54 SI S1 51 SO p SO 46 44 46 44 44 44 41 41 41 b 11 A b b b b 14 4 40 57 X X 57 X X 5) SI 51 S2 31 SI 43 Y as ar, 46 Y M 44 44 41 41 41 3, 39 rs JI 45 S] X X S] X X X SI S4 U S3 S3 51 SI St 43 42 4 4 4 4 4 N 41 41 4 40 40 40 5 X 4 36 59 4 36 X 44 b X N 16 X 4 M /5 4 16 41 41 b 15 It b 16 X b b )4 N 10 61 45 l] 62 41 I/ 51 45 1) S1 43 b 31 4 4 l/ H H 37 b 36 b 11 A 1) II 11 31 IS 61 45 37 61 45 37 51 45 17 51 Y l) 44 45 J) 4) 40 17 )) 11 11 35 12 A A JO p p X/ 60 45 37 60 45 )) fl 45 3/ S1 4 45 4 31 40 40 37 37 37 37 X 34 11 0 A A 30 30 10 170 TS 60 45 36 60 45 16 51 45 b 31 IS 16 It 45 b 41 41 b b b 16 11 34 14 12 A 32 11 31 31 10 SS 51 52 X SI 13 4 4 4 4 4 4 0 44 41 41 41 41 39 H H 17 37 37 b b b 11 31 31 )S SS 51 51 $4 52 51 N 05 . H 49 49 4 4 46 4 41 41 40 q 40 16 b 4 Y )6 b b 34 H 40 51 St 51 15 51 51 11 51 11 SO 50 10 47 0 47 4S 45 45 43 43 43 40 40 40 H H H 17 I) 17 X SI 51 X 51 51 0 11 51 SI SI 51 4 41t9 4 47 4 as 45 4 44 44 44 41 41 4 40 10 40 5 X 0 b X 42 34 36 41 14 5S ll 34 SO 41 4 45 0 b 41 41 14 3R 14 34 36 16 b 14 b H 10 b 43 15 X 41 35 51 43 35 31 41 15 43 3S 41 4 IS H H 35 A 16 11 13 31 11 II 11 31 IS SS 41 1S L 43 35 SI 43 31 4 4 15 4 4 31 q 40 35 l] 37 35 31 13 33 11 A 32 30 )0 )0 16 S] q H S] 41 3S ST 42 IS 4 IS 4S Y 1S 40 40 15 12 37 If 14 34 51 32 A 11 JO 30 30 160 IS S) Y H ST 42 3$ ST 42 H 11 Y 35 Y Y M Y41 K b It 35 14 b b J1 A 12 11 11 11 —Er- 11 N N St 49 Y 4 4 4 47 4) 4 4 N N q 40 40 b b b 36 36 16 b 34 b A A 32 35 S1 49 42 12 q Y 4 4 48 4 Y Y 14 4 45 41 4111 19 H H 38 11 31 b b 16 b b b —46 S2 N N 12 Y Y N 4 q N N H 44 46 N 44 44 44 41 41 41 q q q b 39 b 37 37 37 430 41 Y 32 4 Y St 4 Y SD Y Y Y Y Y 4 4 4 N N N 4 4 4 q q 40 H H )9 XR10 Portrait Installation(Maximum Module5'1 Length 67 f.posure C wro (61311 ®1w663131111wo pe 1 10pe I 20 tit 1 30 p1! 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W 1 b dH 4 4 b q q 38 » • '-- flush Mount Sy®rn Span Table Iin _ ', ' R I: Portrait Installation(Maximum Module length 67.5') XR10 Exposure 0 wee 008 Ground Snort o pa 10 P)1 20 p41 _30 p41 _ 40t.r Sops 60W 70 pal Mont 1 190 pate) Intl111 ) 1I1�15) 41 �t213 III I1a�11 Isl lAl 1tl12 ) 1me11 H H 31 A H n Sl n 134 6l 61 12 X 61N 61 Xl5 W 604 41 X XI1 n SIA A S2I/X 51n 4 514 61 NA H M11 14 X 4X S) 41 41I1 X b 67 Nn X N4 X l94 A 3) A X X X 44 XK tl A1161 NA-_' N N1]N l3 6l 11 X XA SS Xtl 14 34 SS StN 17SS 51IS X 1) H ' X 1) 4 X 13 4 5561 S6 13 31 4 N A 5t l3 AA US St l/ A 4 11 A St U A NX4 S] 12 A X l2 A St 11 A X4S 52 0 35 5) 12 35 St 11 A 514 40 U h N 52 N N 4 H1 _ Sl N N St N N N N N NA %0 5l N N 51 l9 N 19 l9 N N10 10 tl 4 52 N N 51 N Sl N N 30 N N 10 tl 52 A 32 51 A 12 S2 A 12 5311 A A U 4 12 A %SS tl 4 SS X 11 51 10 11 SO tl 33 N tl 33 ll tl 31 A A 4 X N 11 U U U 11 31 31 13 4 X 33 4 tl 31 SO X 11 b Il 45 tl 11 40 40 33 37 11 13 4 11 13 4 4 32 A A 10 20 4 tl 11 4 40 31 50 10 4 N X 31 15 10 32 tl 40 4 37 37 0 N N 4 31 11 12 10 30 30 150 23 53 tl 32 51 40 12 11 X 12 X 10 n 45 tl X 41 40 32 36 4 4 11 34 4 U A 32 31 31 31 X SO N X b 46 N 46 46 N 15 45 45 43 N N A N A 4 4 4 15 K % )) Al U 4 4 11 A 50 46 46 91 46 44 46 46 K X 44 44 44 44 44 N 41 ll A A X % 36 K U 13 33 49 N 16 N N X N 47 46 N 47 N N 45 15 45 43 13 41 tl tl tl 19 A A 37 )) v K % 4 45 N 15 N 45 15 49 45 at N IS 45 0 15 15 45 15 45 41 N N 41 41 11 473 40 40 4 4 4 5 49 37 17 _ A N 37 a 49 17 ..9114 0 37 ..:.a-: 49 0 -.3/,.. 45 17 ,57141253.5t 41 11 :_!2A... 4 0 MIME X 4 ,5.;411500 H 4 Manta 10 51 36 II 51 4 11 0 4 4 11 45 4 31 12 U 11 A 4 11 X X 31 U 39 31 31 11 11 f IS SI 4 31 51 A 31 N Y 11 14 U 11 44 4 33 tl 36 31 37 33 11 13 11 13 11 4 )I 10 A A 50 31 31 50 37 4 49 3/ 31 40 31 11 37 3/ 31 H 34 31 U 4 U A 30 30 100 7S SO n X 50 17 U 50 4 10 45 37 30 11 17 10 4 37 V N 44 10 12 It A II 31 30 X 17 44 44 47 N 41 41 41 A 39 A 37 37 37 H H H 31 4 13 4 32 32 15 17 41 11 47 43 43 45 ll 41 44 N IJ 42 44 It 40 40 40 34 4 4 34 l) X N 4 H 4 11 11 10 V 13 43 41 43 43 11 41 41 tl 40 40 4 K 34 31 17 31 % 14 X V 43 43 l] N N 17 41 43 A U ' 13 45 N 43 44 43 43 41 41 11 40 tl X A A A A 34 34 5 66 35 D 66 35 28 X 1S ID 40 19 H ‘,.1 43 S j)r 11 35 fl." 4 A 7s 4 X A - 4 H M '-f6N J3 M N K .s N 36 » % 11 6 A K 33 % D 32 31 JO 31 M -1� N 35 29 N 33 D; N 35 b A 355 21 10 31 3! 35 y 33 U ]9 4 32 X A If �- 4 l5 29 44 35 7A. N 35 39 4' A lJ 35 01 tl 35 RAW.:/t' 3 35 {'a H 34 i 3 U A 33 M 170-1� 17 35 O ) 35 ��a'. ] 35 ...D 1 A N 35 09 40 35 ),J) 34 l5 ! 34 34 _ 34 U 11 31 •_._46 X 15 11 45 11 1 N 41 1 ll A 41 40 tl 40 4 4 38 X X 36 N 34 H 11 4 It 31 31 31 IS 45 11 11 I1 N 11 11 N 11 1l 11 11 49 A 39 37 37 )] 36 K Si 34 44 32 X 33 10 N ll 41 11 N ll 11 11 11 It N 10 b 10 A A A 57 17 17 K K K H H 4 ' lT N if N 0 11 11 A A 36 4 4 17 3 5N 1 276 W 4 � N HKe 4 N H N H : 43n4U KU pSDs 3N 311 21 -1-5IS 4 37 IS H .. 1 11 27 5 H 97 H A N 2P 13 n )J 4 32 v JO 27 -13- IS 31 27 IS 11 15 31 n 1 33 -D U A 11 / 11 77 H U U 4 X JO 2) lap -15- lD N 4 is D n s N n I 40 11 ':'gn H U v 4 .„,,7.421.f: 31 It n -XN 19 19 N A A 11 39 A 41 A A A A 31 X 1/ X X X 11 4 A 4 4 4 11 Il ll A 11 39 19 42 A A 41 l9 1, II A 31 0 0 A 1.71 4 4 17 X II IS N N U 13 II 4 U 10 U 39 A It 39 A 0 39 A 12 A A 41 A A A 19 A 18 U 37 3/ H H H U U 11 -if-" I) 19 39 0 A A 11 39 A 41 A AA 3941 X A A 10 A 36 4 4 37 l) 17 K K X e 7.409n Moo 0n 0e 0747,264,79/06/n 4•042102.3.0.74•042102.3.4•042102.3.0.70...a.1xnAf a.*er00, •<LMw 16641144 q.. r14r 16 eye/X 3.3,.1t 1 • • ...., Rail: _ flush Mount System Span Table finches) • XRl� Portrait Installation(Maximum Module length 78.5") Exposure B Ground/440600 pst 10 p4/ 70 p89 30 psi' 4.0 W Sopd 405w 70 p,f 40 pd 90 p69 Sp6.6 �*we _ _ ---- _---_ _ —_ _ _ - _ _ _ _ _ ('R61 SI tome 11 Una I>513 1�ld)> 2»3 Iue3l loft, 14 l)>(]161 1515 S175 1641SI 1W114>f>16) 1UII>3.1i1<UI 1„ti>.31 163 1MII1 )' /33 one )l31 104561 311 II331311jf151 1311 b 74 69 51 61 61 51 Sl S1 SI 49 A A A % N 36 14 11 11 31 II 31 21 A A IS n EA 51 W W SI 51 SI 51 47 4 41 41 11 33 63 U 31 1l )I 30 30 30 74 78 >e 10 A 61 S1 W CO 51 SI SI 51 17 11 3) N 94 34 11 41 11 b 10 b A 4 34 110 15 n 46 51 30 60 51 SI SI 51 43 46 48 41 41 4 3 A 4 Au 34 34 12 17 II 30 30 3D 11 A /9 b 4 69 69 61 61 63 54 S] 51 43 4 U 44 44 44 A A A 17 I) 37 fl 13 1»4 11 )1 b 30 30 —y1— 69 W N 61 61 63 54 54 54 51 41 % N N M 36 % 33 13 33 11 II II 60 61 66 4 63 63 61 56 56 56 SI 54 54 49 49 49 45 41 45 41 41 4 A A 37 34 34 N 45 4 68 68 65 65 61 St 56 54 S7 57 37 53 SI SI Y 49 44 46 44 44 4 41 41 00 40 b b A N S 75 61 49 67 61 N S) S) 49 SI 31 49 4 46 46 41 41 41 A 19 A 86 36 34 33 13 33 11 11 31 10 74 62 50 61 61 10 61 SI 50 49 49 49 44 44 44 A 39 A % % N II 11 13 31 41 )I A 19 A 15 71 61 50 W W S0 SI SI b 41 41 41 41 17 Il 11 if 11 II li 11 30 30 30 t4 4 11 80__ 72 61 U W 49 51 4 41 37 37 33 N N N II II 11 30 )0 30 71 I1 I4 115 15 71 W 41 W W Y 51 51 N 44 48 48 41 41 4 A 4 A 44 14 44 12 31 u 30 30 30 M A 19 )0 4 68 68 W 60 40 S] S1 52 49 49 43 44 44 44 49 39 A 31 17 II 31 13 I) 11 31 II b b 10 35 67 61 67 61 61 61 S3 S1 U SI 51 31 4 K K 41 4 4 18 18 34 34 % 33 13 13 )I 41 II 40 66 66 66 61 61 61 SS SS S6 SI 54 54 43 49 49 45 45 41 4 41 41 39 A A 37 37 37 14 N N II K 66 66 63 63 61 57 57 37 16 56 56 51 11 53 N 49 49 40 K 46 43 41 U 40 Y 40 A A M s IS 59 41 4 19 Il 52 51 41 51 51 41 4 4 44 41 4 41 39 A A 16 36 16 11 14 33 II 31 11 10 34 W 44 61 60 48 SI SI Y 41 4 4 44 44 44 A A A 36 % % 11 31 11 31 I1 31 A A M IS 71 59 44 W 59 4 SI SI Y 4> II 3) 11 13 U SI 11 II 10 b b 18 11 23 10 71 54 4 W Si Y 51 SI Y 4 7 47 4 1 41 41 41 17 47 )7 44 14 14 11 11 II 30 A b26 14 78 170 45 n 4 4 7 W 4 47 51 51 4 44 4 r 13 41 4 A Is 38 N 14 N I3 37 11 30 10 30 A 19 )9 111 66 66 66 59 S9 S9 SI SI 51 49 49 49 44 44 44 A A A S) 34 1! 11 U11 31 II 31 30 30 30 A 65 65 65 W W 60 51 SI 31 51 11 51 46 44 46 41 41 41 N N 34 Id 36 % 11 U )1 II 31 31 40 4 64 64 61 61 61 54 54 54 SI 61 51 49 49 49 45 45 45 41 44 41A34 19 37 47 37 N 34 14 45 N W 64 61 63 62 56 36 Y M 56 Si 51 S1 51 48 44 4 46 46 N 4 43 41 40 40 40 A A N 5 77 54 41 61 4 41 57 51 13 SI SI 4 N 44 41 41 4F 41 A 39 A % % % 13 11 33 31 31 31 --I6— 74 55 45 61 SS 41 SI SI as 43 49 41 44 4. A A A % M 16 11 II11 11 11 It 19 19 19 1S 71 N 44 W 54 44 SI 51 N 4 7 47 44 41 41 41 37 3! 37 41 31 11 41 11 30 b 30 78 /8 18 b n N 44 W 54 44 SI SI 44 4 7 41 44 41 41 41 31 37 17 34 14 14 11 II )1 10 b 30 11 11 48 150 13 n 53 44 W SI 44 SI SI 44 44 N 44 43 i 4 1 A 18 31 54 N N 31 32 b b 30 19 19 t9 30 4 61 61 S7 57 51 50 SO S0 44 411 41 44 44 44 A 39 A 37 17 17 1) 1) 13 11 11 11 30 40 30 A 4 61 61 38 58 58 51 SI 51 41 N 49 4 40 40 41 41 41 N A 33 34 33 II 31 31 MI 61 W W 59 59 59 53 14 U 5t 11 51 4a 4.5 41 41 4s 45 41 41 41 A 0 fl 17 3l 1> 34 44 14 45 41 W W W W W S5 S5 55 51 N 54 11 31 11 41 4 44 45 43 41 41 ll 41 40 40 40 48 38 b s 41 SO 40 61 50 4 S1 SO 40 51 10 40 4 4 40 42 47 40 A 39 A 16 % % 33 13 33 II 61 11 10 A 61 41 61 SI 41 SI 51 41 49 41 41 44 44 41 A n 34 49 14 41 A 33 11 31 31 19 79 79 15 4 51 41 40 SI 41 51 51 41 4 7 4 41 41 41 41 37 31 32 II U 13 II 11 41 10 10 10 U M 14 20 4 50 41 W SO 41 si b 41 4, 41 41 41 41 41 17 38 N lI 33 I3 30 30 30 U 14 14 140 15 47 50 II W 50 41 11 SO 41 44 4 41 43 44 41 A 4 38 N 14 14 I) 4 44 10 10 10 A 29 79 30 S9 Si 54 55 55 55 49 N Y 4 7 47 N 44 44 49 39 39 17 47 31 11 13 )3 31 11 31 30 30 30 15 59 5! S> 56 54 34 SO SO 50 48 46 U 41 45 45 41 41 41 16A A % N % 11 4 11 .11 II 31 40 S8 57 57 57 57 5> SI SI 53 Sl 51 51 41 43 41 31 39 A 17 17 37 34 N N 4 St 56 56 Se 56 56 53 SI 31 S1 U 53 45 4 45 4 I 43 4 40 40 40 3I 31 b N 47 A 12 4 A 11 U N N 4 41 4 A 49 A 38 36 34 % 33 13 33 31 31 31 5, 65 4 59 61 4 A SI 44 A 43 48 39 44 44 41 39 A A 44 % N II 11 11 11 11 31 49 19 19 N 47 A 60 42 A 50 47 A 4 47 11 41 11 33 f 31 31 II b b % 21 24 24 40 (61 I N W A 41 N 37 3! 37 N 34 N II II II 30 b b 34 11 )4 1S0--21— 45 4 38 W 47 36 51 4 7 48 44 4> .31 4 43 N N i8 L 31 54 54 11 11 52 30 30 30 A 19 19 30 56 54 14 53 13 14 41 4 1 4 44 46 46 43 43 43 39 A 39 13 )7 17 13 U 11 11 4 31 30 10 10 IS 56 S4 54 54 54 54 41 49 M 41 48 44 44 44 44 41 41 41 % 3I 31 31 41 51 a) 36 51 54 55 51 53 10 50 !AI 49 49 49 K 44 K 44 44 44 40 40 40 A A A 17 47 I7 N 14 N SS 53 Sl 55 SI SI S1 51 51 SI SI SI 4 44 48 46 44 46 41 44 44 41 41 41 40 40 40 A A I1 5 19 44 35 S9 44 15 51 44 31 51 44 35 4 44 15 42 41 II A A IS 31 16 15 31 11 13 II 31 11 30 61 45 36 N 45 36 50 A 15 40 45 N 59 41 46 W 45 % 4 7 45 K 41 41 36 37 37 13 11 11 31 11 11 10 10 30 7/ 14 38 10 W 44 16 4 44 36 50 44 34 4, 44 34 11 41 N ll 3! 13 11 31 30 30 30 73 28 21 3x0 45 59 44 N 59 44 % 50 44 % 411 44 N 3S A 14 31 IA 31 U 13 II 10 b 10 19 19 19 10 54 51 II 52 51 SI 44 K 46 45 45 4S 41 41 41 39 A A it 14 ll A 13 II 31 31 30 30 30 13 Sl 51 51 52 3) SI 4 I 4! 41 40 40 40 34 48 58 % A % 41 II 31 II 11 II 40 SI SO SO 53 50 SO 44 K 48 41 Y 41 45 45 41 U 41 4 Y 40 40 18 36 A 3 7 3I 3 7 14 N 34 41 53 SO 50 33 30 50 50 50 50 50 b 50 47 4 43 45 45 45 41 4 41 40 40 b A A A A A N 5 55 41 43 A 41 31 11 41 31 11 41 33 N 41 11 42 4 31 A 39 33 16 36 U U U 33 )I 31 31 to 58 42 N 58 42 34 49 41 N 44 42 34 44 41 N A A 34 % % N 41 U N 11 11 31 A 19 79 15 S7 43 44 5) 42 34 49 42 34 43 4 44 41 41 14 41 3 34 733 U N 31 31 31 30 b 30 31 28 24 10 34 41 N 56 41 N 49 41 % 4 7 42 34 41 41 34 37 II 11 11 N N II 11 n b 30 )0 18 28 14 170 45 34 41 14 M 41 N 49 41 N 4 7 U N 43 41 44 34 N N N N N 32 U 11 30 30 30 A A 29 b 51 4 U W 48 40 45 45 45 45 43 4S 41 41 41 14I N A 36 N N 11 13 U 11 11 31 b 30 40 35 SI 4 48 b 01 48 46 46 44 46 Y 46 44 43 43 0 39 A N N A 46 36 36 33 U 33 31 31 31 40_ 51 4 51 4 47 41 41 A A A Y 11 A 16 % 14 N 44 34 51 47 47 5l 4 4 47 46 K 46 44 44 44 41 41 41 40 40 Y 4 II A 17 11 53 19 It 52 39 31 51 39 31 SI 39 31 46 A 11 41 39 31 A 31 11 36 34 31 11 II11 I1 II 54 40 U 40 4 13 4 II 40 11 19 U A 16 11 III 43 41 19 19 11 11 29 15 N )1 N 3t 40 32 41 40 32 37 33 31 31 33 32 11I II II b b b 18 18 14 10 S1 A 32 U 39 U 48 19 11 46 A ll 41 19 11 37 33 I1 N 14 IS II 11 II40 30 b 21 28 IS 150 15 51 19 U 53 39 12 49 39 32 4 A 31 43 A U 38 U 31 N N 34 41 U 42 b 10 30 39 N 19 30 44 44 44 48 46 46 44 44 44 43 43 41 40 40 40 A 39 38 36 % 46 31 33 U 31 31 31 10 30 b A 49 44 K 03 44 46 41 45 45 44 44 44 41 44 41 A 19 A 31 37 3l N N N 13 1 31 n 41 11 '-70— 49 45 45 N 43 45 44 45 45 45 45 45 41 U 41 II 40 10 A A 11 47 3l % 36 14 14 34 34 4 4 45 4 S 48 45 45 4 45 45 4 IS 45 45 45 45 4 4 4 41 41 41 A A 39 N A U 11 31 11 • Rail. 9)19bm 5f>an ra6lf hM.7199i ,., ...»6+96?:-: tiw;.:+ia;+lw..y^r ^'^"' 5'f!. r: Portrait Installation(Maximum Module Length 78.5") XR10 Exposure C 3564 Ibel °found S. 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U n 8 11 D 31 n D II 33 JI IS 1 1/ 12 n D D 75 M 29 15 30 X q % X X X A X % % `36X % 34 13 33 31 31 D D 31 A 29 19 '-13.- X X X M % % X M % X 4 36 16 K X % 36 13 11 33 32 n n 31 31 11 31 D D A X % M X X M 34 36 39 36 % A 16 16 4 X 16 X X 36 36 36 U 31 32 12 31 33 3 45 M X X M % X 39 34 71 39 36 % 16 % A 14 % l) % 36 46 36 % 34 M 34 4 U 34 Mew I5.31qua3:u4 or.6)e.ans 46 446.6.4 i..134aa„wwr«a 1130nAlr1Ywp13Y..r:wo 016ae 4 a 7+Y 2 6.M.1.H f. • ''PROPRIETARY ANO CONFIDENTIAL --_—---T---_-------aAxewc wrevr n4 03/16/2017 MEW.+.C. we 11•1.11•110wo�p VARIES — Module Mounting System j Bonding Mid Clamp [ I I I I I I I I I I I I I 1 I __ i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [ 1111I1111111111111111111111111 --XRRail 1111i11111j 111 [ 1111111111111111 II 1II I B 11151 VARIES 1 I T VRI S I 1111 I A T /7 - ( 1 1 1 1 1 1 1 1 1 1 1 1 [ [ I 1 Slope [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111111111111 DETAILA 1111111111111111111111111111111 PLAN VIEW Module Mounting System Bonding End Clamp ,,--: //r.IRONRIDGE FLUSH MOUNT SYSTEM DETAIL B sut EX-0015 - —] S(:A1E NTS EXHIBIT: EX-0015 - page 1 of 3 '_ , I MIGHT Nin 1 lc:G 3 • TI PROMO/AY AND CONFIDENTIAL - ------ -- - - -- 03/16/2017 ""°°"".—°" """"° Module Mounting System Bonding End Clamp PV Module 0.4 X L (MAX) Span 0.4 X L ( MAX) ft E I Li U I LI\ U U Illi C U U 111111111111 MIIIIIIIIIIMI Existing Roof Structure DETAIL E PV Module /—PV Module Rail Attachment (FlashFoot2 Cap 11116. Shown for Reference) XR Rail 3/8"Module Gap ( I Module Mounting System (TYP) Bonding Mid Clamp • Roofing IIM (By Others) u PV Module PV Module —Ft --4\: \I: 4= UW1111 I 2 , \ I Roofing Framing Flashing DETAIL D (By Others) (FlashFoot2 Shown for Reference) — /AL. IRON RIDGE DETAIL C FLUSH MOUNT SYSTEM .. EX-0015 EXHIBIT: EX-0015- page 2 of 3 _- SCALE MS I v4... N• —1 SNOT 2 d • I IROMfTAlYAND CONRDEMIAI 1— 03/16/2017 P'.:.....=,....=.....====..,.1SOeD rewewona rorore w,.uwcwrm Module Mounting System Bonding Mid Clamp .4t. ' Rail Attachment �`�•w (FlashFoot2 Cap ,P Shown for Reference) Flashing (FlashFoot2 141441111100.1.1 Shown for Reference) Roof Covering 1�.' (Shown for Reference) , Roof Panels . 46141 IW'' (By Others) 3/8"Bolt and Nut, (TYP) 11111141110,e. Module Mounting System Bonding End Clamp Ill II XR Rail Options,TYP: it Roof Framing (By Others) DETAIL F 3.0 2i4 r_l 1.8 1• [ IRONRIDGE 1 XR10 XR100 XR1000 FLUSH MOUNT SYSTEM r: EX-0015 EXHIBIT: EX-0015 - page 3 of 3 =- ,E.wn