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Building Permit #1269-2016 - 119 HICKORY HILL ROAD 6/6/2016
NORTH BUILDING PERMIT °`tz6�4.0 TOWN OF NORTH ANDOVER ; APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received^6 P/� Zor/'6 ��'°R,TEo�PPy cS gSSAC Date Issued: 0,0� 06 Z�01,6 IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER NVk c ) -%\k! Print � 100 Year Structure yes no 0 -44 MAP PARCEL: �- ZONING DISTRICT: Historic District e yes n es no Machine p g y TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition El Two or more family ❑ Industrial I Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other District_ ❑ Septic ❑Well ❑ Floodplain El Wetlands ❑ Watershed Es nct ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: (Lo, bn 50\&r�—�-n C CA(- W&-5 \A S v`c 1 tVIEIV t--n. ( 00 vie t 1 A nv\ 0\ IdentitVt tion- Please Type or Print Clearly OWNER: Name: art , l�� Phone: M Address: 1 e:L Ph l Con tractor Name: e� , L - on i i Email: Srre`&WU fry �-�•���• e�.�Q\S�to�r.�� Address: 34 d- 1J �n �J-�, I ,�r oye M{� D1`6►Q Supervisor's Construction License: �2.y�� Exp. Date: kHift7 lD E Home Improvement License: ���.`��-a -Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COSTBASED ON$125.00 PER S.F. Total Project Cost: $ -��� 1� FEE: $ � cc) Check No.: Receipt No.: 1 NOTE: Persons contracting with unregistered contractors do not a o the guarantyunci Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS r CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Siqnature COMMENTS !Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIREtPEPARTMENT - Tenp ®urnpsfer onsite ,y. - — Locatedlat,12411Vla St�Let Fire,Departrnent,signature/dafe COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANCER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine it NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Pennit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits at Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 I ECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location ,Z& No. Date Q 20/6 • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $_r_ Other Permit Fee $ TOTAL $ Check# r ' Building Inspector` / / NORTH own of O _ .4.* Iz h ver, Mass, 46 t�lG COCHICAWICK y1' 4ATE O Pkll' 5 V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ...*Rfr ir......&.S.R.P. S;zm..40i ++..... �.. BUILDING INSPECTOR ...... has permission to erect buildings on �� ..., �.f�. Q: �' .... /.��,,,, , Foundation .......................... .... .. ... Rough to be occupied as .12".P.... .. ...... A... .. .....................P.0. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final 6? -- on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST ON ST Rough Service UILDING INSP OR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ECTOR E n © I I'n E E R S Project Number:U1977-0014-161 June 2,2016 American Capital Energy,Inc. 360 Merrimack St.,Building 9,Entrance K,Suite 202 Lawrence,MA 01843 ATTENTION: Eric McLean REFERENCE: Kiley Residence: 119 Hickory Hill Rd,North Andover,MA 01845 Solar Panel Installation ' Dear Mr.McLean: 4 Per your request, we have reviewed the layout and photos relating to the installation of solar panels at the above- referenced site.The following materials and components are proposed in the installation of the solar panels. Roof Structure:2x10 Rafters @ 16 in O.C. Roof Material:Composite shingles Based upon our review,it is our conclusion that the installation of solar panels on this existing roof will not adversely affect the structure of this house. The design of solar panel supporting members and connections is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the Massachusetts State Building Code, 8th Edition (2009 IBC) and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load:50 psf per Massachusetts amendments to the IBC(verify with local building department) Design wind speed for risk category 11 structures: 100 mph(3-sec gust). Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3 pounds per square foot.In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it is our conclusion that since the panels are slippery,effective snow loads will be reduced in the areas of the panels. Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Regarding wind loads, we conclude that any additional forces will be negligible due to the low profile of the flush- mounted panel system. It is our conclusion that any additional seismic loadings related to the addition of these solar panels is negligible. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Our conclusions are based upon the assumption that all structural roof components and other supporting elements are in good condition,free of damage and deterioration,and are sized and spaced such that they can resist standard roof loads. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC 11 OF Eq T. .A IVI Roger T.Alworth,S.E. / Principal RTA/djf 06/02/2016 9138 S. State St., Suite 101 /Sandy, UT 84070/T (801) 990-1775/F (801) 990-1776/www.vectorse.com x i � � f I I I 10497871-42 10498800 El I 10496EAO-67 104978BB-80 1049887E-5F 104988D9-BA ti I ti 10499243-2E � • 00B1-E6 ' 10499042-2B 1049BE34-FB 1049F944- 1048 96 /f. 10498906-E8 10499537-25 94 " 1049F93B-BD 1049747E-46 A04987 '41%1049Fp3y,% 10499040-29 10499263-4E L�{'�{7 1049778E-8E 10497481-4E 1p498A64-47 L +r'g 1 ECTOR E f1 O I n E E R S Project Number:U1977-0014-161 June 2,2016 American Capital Energy,Inc. 360 Merrimack St.,Building 9,Entrance K,Suite 202 Lawrence,MA 01843 ATTENTION: Eric McLean REFERENCE: Kiley Residence: 119 Hickory Hill Rd,North Andover,MA 01845 Solar Panel Installation Dear Mr.McLean: Per your request, we have reviewed the layout and photos relating to the installation of solar panels at the above- referenced site.The following materials and components are proposed in the installation of the solar panels. Roof Structure:2x10 Rafters a 16 in O.C. Roof Material:Composite shingles Based upon our review, it is our conclusion that the installation of solar panels on this existing roof will not adversely affect the structure of this house. The design of solar panel supporting members and connections is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the Massachusetts State Building Code, 8th Edition (2009 IBC) and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load:50 psf per Massachusetts amendments to the IBC(verify with local building department) Design wind speed for risk category II structures: 100 mph(3-sec gust). Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3 pounds per square foot.In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it is our conclusion that since the panels are slippery,effective snow loads will be reduced in the areas of the panels. Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Regarding wind loads, we conclude that any additional forces will be negligible due to the low profile of the flush- mounted panel system. It is our conclusion that any additional seismic loadings related to the addition of these solar panels is negligible. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Our conclusions are based upon the assumption that all structural roof components and other supporting elements are in good condition,free of damage and deterioration,and are sized and spaced such that they can resist standard roof loads. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC _stN OF R ER T. .a IVI Roger T.Alworth,S.E. Principal ALi � RTA/djf 06/02/2016 9138 S. State St., Suite 101 /Sandy, UT 84070/T (801) 990-1775/F (801) 990-1776/www.vectorse.com t r``y'•f� The Brilliance of Solar Made Sensible" SUNIVA OPT MOROCRYSTALLINE SOLAR MODULES OPT SERIES:OPT 60 CELL MODULES(BLACK FRAME) Optimus°modules are known for their superior quality ENGINEERING EXCELLENCE and long-term reliability.These high-powered modules consist of Suniva's premium ARTisun®Select cell technology and are ■ Built exclusively with Suniva's premium ARTisun designed and manufactured in the U.S.A.using our pioneering Select cells,providing one of the highest power outputs per square meter at an affordable price ion implantation technology.Suniva's high power-density Optimus modules provide excellent performance and value. ■ The leading US-born,US-owned crystalline silicon cell and module manufacturer,spun out of Georgia Tech's University Center of Excellence FEATURES 11�%tl SOF Q4 in Photovoltaics;one of only two such research d m centers in the U.S. Utilizes our premier American-made cell *1 USA ■ Suniva's state-of-the art manufacturing and module technology,ARTisun Select® lab facilities feature the most advanced equipment Superior performance and reliability;enhanced and technology stress tests conducted at Fraunhofer ISE QUALITY & RELIABILITY i Module families ranging from 270-285W ■ Suniva Optimus modules are manufactured and Marine grade aluminum frame warranted to our specifications assuring consistent high performance and high quality with durable black coating ■ Rigorous in-house quality management tests beyond j` Passed most stringent Salt Spray tests standard UL and IEC standards ■ Performance longevity with advanced Certified PID-free by PV Evolution Labs(PVEL) polymer backsheet r Made in North America ■ UL1703 listed Type 2 PV module ■ Passed the most stringent salt spray tests Qualifies for Ex-Im Financing based on IEC 61701 1000V UL ■ Passed enhanced stress tests'based on IEC 61215 conducted at Fraunhofer ISE' 25 year linear power warranty; ■ PAN Files are independently validated 10 year product warranty CERTIFICATIONS y MANUFACTURED IN 1N Ate t; rn V E L Georgia & Michigan 1 1' 1 OPTIMUS SERIES: OPT 60 CELL MODULES ELECTRICAL DATA(NOMINAL) Haunting Slat The rated power may only vary by+/-2.5Wp and all other electrical parameters by t 5% 4•9x11 61 :1 .1 :1 .1 :1 .1 :1 A Power Classification(Pmax) . 270W 275 W 280 W 285 W Gx dmg Mote Module Efficiency(%) 16.63% 16.95% 17.26% 17.57% Voltage at Max.Power Point(Vmp) 31.00 V 31.50 V ! 31.90 V 31.80 V B a m Current at Max.Power Point(Imp) 8.70 A 8.74 A 8.78 A 8.96 A Open Circuit Voltage(Voc) 38.40 V 38.60 V 38.80 V 38.80 V Short Circuit Current(Isc) 9.18 A 9.28 A 9.31 A 9.48 A The electrical data apply to standard test conditions(STC):Irradiance of 1000 W/m2 with AM 1.5 spectra at 25°C. 982 CHARACTERISTIC DATA Type of Solar Cell High-efficiency ARTisun Select cells, 3 and 5 busbar options available Frame Marine grade aluminum frame with durable back coating Glass Tempered(low-iron),anti-reflective coating 3 bulbar cell Junction Box NEMA IP67 rated;3 internal bypass diodes Cable&Connectors 12 AWG(4 mm')PV Wire cable with multiple connector options available;cable length approx. 1000 mm MECHANICALS Cells/Module 60(6 x 10) 5 busbar cell Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) Module Thickness(Depth) 40 mm(1.57 in.) Approximate Weight 17.9+/-0.25 kg.(39.5+/ 0.5 Ib.) PV module:Suniva,OPT285-60-4-100 Current-Vollage(IV)as a Function of Isolation(W/w)and Temperature TEMPERATURE COEFFICIENTS 12 Cena,emp.=25° Voltage 8,Voc(%/°C) -0.335 10 Incident Irrad.=1000 Whn' 285.0 W Current a,Isc(%/°C) +0.047 8 Incident Inad.=800 Wim' 229.2 W Power y,Pmax(%/°C) -0.420 B Incident Inad.=600 Wim' 172,3 W o NOCT Avg (+/-2 C) 46.0 v 4 Incident Inad.=400 W/m' 114.2 W 2 Incident lnad.=200W/m' 55.7W LIMITS pMax,System Voltage 1000 VDC for IEC,1000 VDC for LIL 0 5 10 15 20 25 30 35 40 Voltage[V] Max Series Fuse Rating 15 Amps S� Operating Module Temperature -40°C to+85°C(-40°F to+185°F) ae t 97% �/Nz kq, Storm Resistance/Static Load Tested to IEC 61215 for loads of 5400 Pa(113 psf); RPFRcH�U hail and wind resistant 90% SRM NC�y<<C SunivaO reserves the right to change the data at any time. View manual at suniva.com. o 'UV 90 kWh,TC 400,DH 2000. 'Tests were conducted on module type OPT 60 silver frame. STANDA WARRANTY qHT G 80% Please read installation manual before installing or working with module. 0 t tz zs HEADQUARTERS YEARS ProductModulesTotal 5765 Peachtree Industrial Blvd., per pallet per 0 Norcross,Georgia 30092 USA PLEASE RECYCLE Container Tel:+1 404 477 2700 OPT-60 cell 25 28 i 700 (silver and black)1 .L-_. .1_. 1 www.suniva.com The Brilliance of Solar Made Sensible* JUNE 25,2015(REV 20) [SAMD_0016] � solar ® SolarEdge Single Phase Inverters For North America SE3OOOA-US / SE38OOA-US / SE5O0OA-US / SE60OOA-US/ SE760OA-US / SE1O000A-US / SE1140OA-US m 12'25 Warranty a � The best choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011690.11 compliance - Rapid shutdown for NEC 2014 690.12 — Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring - Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us t° solar Single Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US I SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE1000OA-US I SE11400A-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ ............... ................. ............I... ................ 10000?a 240V. .................. ........... Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ........................................... ................ . 5450 @240V.. . 10950,@240V. .................. . AC Output Voltage Min.-Nom:Max!') 183 208 229 Vac . . .................................... ................ ............... ................. ................ ................ .................. .................. ........... AC Output Voltage Min:Nom:Max.ltl v/ ✓ V .. 211...-.240. ..264. .Vac .. .. . .. . ........................ ................ ............... ................. ................ ................ .................. .................. ........... AC Frequency Min.-Nom:Max.M 11 59.3-60-60.5 1 Hz Max.Continuous Output Current..... ....12.5......1......16......1...21�a 240V...I.......25.......I.......3�......1...42 @.240V...I......47.5....... ....A..... ..... GFDI.Threshol. .d 1 A .. ..... .. .......................... .......................................................................................................................... ........... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded Yes Max_Input Voltage..................... ..........................................................500 Vdc.... ........................................................... ....... Nom.DC Input Voltage I 325 @ 208V. 350 @ 240V I Vdc Max.Input Current(2) 9.5.......1......13......1..15;5 @ 240V..1.......18......1.......23.......1..30 5 Je. ..1.......3.......... ...Adc.... ..... ........... .. .. ....Max.Input Short Circuit Current 45 Adc....................................... . ............................................................ ........... Reverse Polarit Protection Yes ..Y........................ . ........................................................... ........... Ground-Fault Isolation Detection 600kQ Sensitivity ........................................... ................ ............... ................. ................ ................ .................. .................. ........... Maximum Inverter Efficiency.......... .....97:7...... .....9.8:?..... ......98:3...... .....98:3...... ......98...... ....... % ....................................... %..... ......................... CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 97.5 97 @ 208V 97.5 % ........................................... ................ ............... ..9$.@.240V.. ................ ................ ..97.5 @,240V.. .................. ........... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) . . ....................................... . ..................... . ................................................. ........... Revenue Grade Data,ANSI C12.1 Optionail') Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE Safety.................................. ........................................U.L1741:UL1699B,UL1998;CSA 22:2 ........................................ ........... ... Grid.Connection.Standard. ............ s IEEE1547 ... ............ ......... . .......................................................................................................................... ........... Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4.'minimum/16-6 AWG 3/4"minimum/8,3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-3 strings/ 3/4"minimum/1-2 strings/16-6 AWG AWG rang?........... 30.5x12.5x7.2/775 x315 x184 ............14-6 AWG..... .. ........ ............ ....................... ....................... . Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ ................................ ................................ ................................................... ..........775 x 315 x 260.......... ...Tim.... Weight with Safety Switch............. ..........512/232 .............._...54:7/.24.7... ................ ............88:4%.40.1............. ..Ib/_kg... Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ........................................... ................................................................... .replaceable). ..................................... ........... Noise <.25 <50 dBA .... ...................................... ................................................................... ...................................................... ........... Mi.n.-Max.Operating Temperature -13 to+140/ 25 to+60(-40 to+60 version available(0) F/°C Rang?................................... . ......................................................................................................................... ........... Protection Rating....................... .......................................................NEMA 3R For other regional settings please contact SolarEdge support. IZ)A higher current source may be used;the inverter will limit its input current to the values stated. i3)Revenue grade inverter P/N:SE—A-US000NNR2(for 760OW inverter:SE7600A-US002NNR2). (°)-40 version P/N:SExxxxA-USOOONNU4(for 760OW inverter:SE7600A-US002NNU4). SUf15PEC s MON .._• r • solar=@@ SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • • '0v I E i i I i t PV power optimization at the module-level — Up to 25%more energy - Superior efficiency(99.5%) - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar " Solaffdge Power Optimizer Module Add-On for North America P300 / P400 / P405 TP300 P400 P405 (for 60-cell modules) (for 72 8,96-cell modules) (for thin film modules) INPUT RatedInput DC Power�ll 300 400 405 W ....... ................ . Absolute Maximum Input Voltage. 48 80 125 Vdc (Voc at lowest temperature) .................... .................................. .................................. .................................. ............. MPPT Operating Ranke ..8..-.4.8... 8.:80 12:5 105 Vdc..... ............ ............. ........... . Maximum Short Circuit Current(Isc) 10 Adc . ............ ........... . ......................................... . Maximum DC Input Current 12.5 Adc ................................................. .... ..Maximum Efficiency.............................. .................................................99:5................................................. ............. Weighted Efficiency.............................. .................................................98 8 %°...... ................................................. . Overvoltage Categor 1 II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc ...................... ..................................................................... ................................. . Maximum Output Voltage 60 I 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMCFCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 ..SafetY..................................I........... ..............................IEC62109.1(class.Il.safetY)..UL1741............................. ........... RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed S stem Volta e 1000 Vdc ................................ ....... .............. ....................................................... Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in ...................... .................................. Dimensions(W x L x H) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 Pxxx-5 series mm/in 5x5.97x1.08 5x5.97x1:37 5x5.97x1.89 ................................. . .................... . ............. Weight(including cables) Pxxx 2 series 950/2.1 r/Ib ...................... .................................. Pxxx-5 series 770/1.7 930/2.05 930/2.05 .......... gr/Ib ................................. ...................... . .................................. ........................ . Input Connector MC4 Compatible.......................................... . .................................. . ............ Output Wire Type/Connector ..................... Double Insulated;MC4 Compatible .. ..... Output Wire Length ....0.95/1-0: ........ ..............................1 2...3:9............................. . m ft.... ........... ......... ........ . Operating Temperature Range .40-+85/-40-+185 °C/.F ....................................... . . . xxx- Protection Rating Pxxx 2 series IP65/NEMA4 . ............... ........................................................................................................ ............. [Pxxx *s' - eries...... ............................................P68/NEMA6P Relative HumiditY................................. ................................................0- 100 %°...... uI Rated STC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER1�1 Minimum String Length g 10 18 (Power Optimizers ......... ...... .............................. .................................. .................................. .................................. ............. Maximum String Length 25 25 50 Power 0 timizers Maximum Power per String.................... ..............5250 .............6000 ........... 12750 .....W..... Parallel Strings of Different Lengths Yes ............. . or Orientations IZI It is not allowed to mix P405 with P300/P400/P600/P700 in one string. • r r• • • 1 � 1 ZZ�. IRON RIDGE Flush Mount System a Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant a Certified to maintain the fire resistance Online software makes it simple to rating of the existing roof. create, share, and price projects. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Q Twice the protection offered by module grounding components. competitors. XR Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices Q A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability 12'spanning capability Self-tapping screws • Moderate load capability • Heavy load capability Extreme load capability Varying versions for rails • Clear& black anod.finish • Clear& black anod.finish Clear anodized finish Grounding Straps offered Attachments FlashFoot Slotted L-Feet Standoffs r Anchor,flash, and mount with Drop-in design for rapid rail Raise flush mount system to various all-in-one attachments. attachment. heights. • Ships with all hardware High-friction serrated face Works with vent flashing • IBC& IRC compliant Heavy-duty profile shape Ships assembled • Certified with XR Rails Clear& black anod.finish 4"and 7" Lengths Clamps & Grounding End Clamps Grounding Mid Clamps Q T Bolt Grounding Lugs Accessories •— 1 Am- Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. Bonding T-bolt Easy top-slot mounting Snap-in Wire Clips • Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates drilling Snap-in End Caps • Optional Under Clamps Mill & black stainless Swivels in any direction UV-stabalized polymer Free Resources Design Assistant p A C NABCEP Certified Training _ Go from rough layout to fullycw Earn free continuing education credits, engineered system. For free. o o while learning more about our systems. # Go to ironRidge.com/design V C Go to IronRidge.com/training JFK"��blTi��G[:�� �`l�.bVF��i:iTirtz•Ttit�t`rai�Ti;q�[�. �'2fi'�t.�fC�uitS�ii�77"i�3L72i �ai�i� DD�� NORTH Town of E �, Andover o ver, Mass, 6 LA coc Nlc Ml WICH 1' 'lsi9s RATED NP ��5 _ U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ...A4 .. .1. , ,e.N ,/�1�... .. 11 ..... BUILDING INSPECTOR .... Foundation has permission to erect .......................... buildings on ....�/...a�....., ,r.-0 ...... /.` .... . Rough to be occupied as . ... ... . ......y` !� ... .. .................. .4r�t Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST ON ST Rough Service .. ... ......... Final UILDING INS GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. OR E n G 1 n E E R s Project Number:U1977-0014-161 June 2,2016 American Capital Energy,Inc. 360 Merrimack St.,Building 9,Entrance K,Suite 202 Lawrence,MA 01843 ATTENTION: Eric McLean REFERENCE: Kiley Residence: 119 Hickory Hill Rd,North Andover,MA 01845 Solar Panel Installation Dear Mr.McLean: Per your request, we have reviewed the layout and photos relating to the installation of solar panels at the above- referenced site.The following materials and components are proposed in the installation of the solar panels. Roof Structure:2x10 Rafters @ 16 in O.C. Roof Material:Composite shingles Based upon our review,it is our conclusion that the installation of solar panels on this existing roof will not adversely affect the structure of this house. The design of solar panel supporting members and connections is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the Massachusetts State Building Code, 8th Edition (2009 .IBC) and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load:50 psf per Massachusetts amendments to the IBC(verify with local building department) Design wind speed for risk category II structures: 100 mph(3-sec gust). Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3 pounds per square foot. In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it is our conclusion that since the panels are slippery,effective snow loads will be reduced in the areas of the panels. Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Regarding wind loads, we conclude that any additional forces will be negligible due to the low profile of the flush- mounted panel system. It is our conclusion that any additional seismic loadings related to the addition of these solar panels is negligible. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering neerin assumes no responsibility for improper installation of the solar panels. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Our conclusions are based upon the assumption that all structural roof components and other supporting elements are in good condition,free of damage and deterioration,and are sized and spaced such that they can resist standard roof loads. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC �Z11 OF ROGER T. A Ilvl 0 Roger T.Alworth,S.E. p� Principal RTA/djf 06/02/2016 9138 S. State St., Suite 101 /Sandy, UT 84070/T(801) 990-1775/F (801) 990-1776/www.vectorse.com I i ACE RF simmAL SOLAR H1C#182429 MASTER PURCHASE AGREEMENT This Master Agreement ("Agreement") is made June 1, 2016 by and between ACE Residential Solar, LLC (the "Company")&Mark P Kiley Jr("Client"). 1) Purpose and Scope.This Agreement is a master agreement between the Company and Client for the design and installation of a photovoltaic solar system(the"PV Solar System"),as outlined in Schedule A: Scope of Work(the"Work")on Client's property located at 119 Hickory Hill Rd,No Andover,MA 01845 (the"Property").This Agreement and all related schedules,exhibits or attachments govern all services performed by the Company for Client. 2) Compensation. Client shall compensate the Company(the"Payments")according to Schedule B; Price and Payment Schedule, and all amendments thereto. Client shall pay all invoices in accordance with Schedule B:Price and Payment Schedule 3) Responsibilities of the Company.The Company shall furnish any and all materials,labor,expertise,and supervision necessary for the performance and timely completion of the Work as outlined in Schedule A: Scope of Work.The Company shall act in good faith and perform the Work in a good and workmanlike manner. 4) Responsibilities of Client. Client shall make the Payments according to Section 2 and at all times act in good faith. Client hereby covenants and agrees that Client shall reasonably cooperate with the Company and its representatives, including structural or environmental engineers, to permit them to carry out the Work,including providing reasonable access to the Property. 5) Building and Electrical Permits. The Company will obtain the necessary building and electrical permits. This Agreement is contingent upon successful attainment of the necessary building and or electrical permits from all applicable jurisdictions (city, county, or state). If the Company is unable to commence Work due to permitting issues, this Agreement shall be null and void and the Company will refund to Client the Deposit received less a fee not to exceed$500.00 (the "Administrative Fee"). The Administrative Fee shall cover administrative costs incurred with the Company's efforts to obtain proper permitting. 6) Acceptance of Interconnect Application. This Agreement is contingent upon acceptance of the Interconnect Application (Net Metering). If the Interconnect Application is not accepted by the local utility, this Agreement shall be null and void and the Company will refund to Client the Deposit received less a fee not to exceed $500.00 (the Interconnect Application Fee). The Interconnection Application Fee shall cover administrative costs associated with the Company's efforts to obtain all necessary approvals for the Interconnect Application. If both the Administrative Fee and the Interconnect Application Fee are due under Section 5 and Section 6,respectively,then the Company shall only charge Client a total amount not to exceed$500.00,which amount shall be deducted from Client's Deposit. 7) Warranties. The Company warrants that the Work performed and the PV Solar System shall be free of defects from installation. The Company shall repair or replace any faulty equipment that is covered by an applicable manufacturer warranty for a period of 10 years at the Company's sole expense. The Company shall also resolve any system-related problems caused by improper installation for a period of 10 years at the Company's sole expense. This warranty is expressly in lieu of any other warranty, express or implied, including,but not limited to,merchantability or fitness for a particular purpose,and all other obligations or liabilities. It is understood that Client accepts and agrees to comply with the terms of this warranty. This warranty shall not apply to any damage caused to the PV Solar System due to misuse,maintenance neglect, abuse,vandalism,abnormal operation,or weather-related damages. Photovoltaic Modules.The photovoltaic modules installed by the Company are warranted by the 4.13.16 ACE RESIDENTIAL SOLAR HIC#182429 module manufacturer. The Company shall provide a copy of the manufacturer warranty to Client. The Company hereby disclaims any and all liabilities and warranties relating to the modules except those provided in Section 7. Inverter(s), The inverter(s)installed by the Company are warranted by the manufacturer. The Company shall provide a copy of the manufacturer warranty to Client. The company disclaims any and all liabilities and warranties relating to the inverters except those provided in Section 7. 8) Delav by Client. If after the Company has delivered substantially all materials necessary for the Work to the Property ("Delivery of Materials"), a Delay of more than 30 days occurs, the Company reserves the right to invoice Client for the Final Payment(as set forth in Schedule B:Price and Payment Schedule, and all amendments thereto).A Delay includes,but is not limited to the following: (i)Client's,property owner's or associated contractors'request to delay or reschedule the Work; (ii) Client's,property owner's or associated contractors'repeated lack of responsiveness or failure to communicate with the Company upon request by the Company at any point after signing this Agreement; (iii) Client's, property owner's or associated contractors' repeated delay, omission or failure to correct a flaw on the Property that is necessary to be corrected, in the sole judgment of the Company,for the Company to complete the Work or to pass Inspection(as defined below);and (iv) such other delays by Client,property owner or associated contractors that may be reasonably related to the foregoing. 9) Completion of Work. The Work is deemed complete when the Company passes the final electrical inspection(the "Inspection")of the PV Solar System. 10) Start Date of Installation. Start date of installation refers to the first date the Company arrives at Client's site to begin all aspects of installation including site preparation. 11) Notices.All notices,requests, statements, invoices and other communications hereunder shall be in writing and shall be given(and shall be deemed to have been duly given upon receipt)by delivery in person or by U.S.mail to each other party as follows: Company: Client: ACE Residential Solar,LLC Mark P Kiley Jr 342 North Main Street 119 Hickory Hill Rd Andover,MA 01810 No Andover,MA 01845 n-dkiley@,ACEresidentialsolar.com FED ID 47-3332910 Mass RIC#182429 12) Client Consent for Inclusion in the Company's Marketing Materials. The Client gives ACE Residential permission take and display images of the System as installed on your Home to show to other customers or display on our website. 13) Solar Credits. The customer will be entitled to any credits associated with the installation or operation of the PV Solar System. The Company, if requested, will assist the Client in establishing the necessary accounts. 4.13.16 ACE RESIDENTIAL SOLAR xic#182429 I 14) No Representation or Warranty of Availability of any Tax Credit Deduction or Rebate. Notwithstanding anything herein to the contrary, Company Y makes no representation or warranty as to the Client's eligibility for receipt of any tax benefit, credit, deduction or rebate from any governmental agency or offset against any federal, state or local tax or charge based on the PV Solar System or completion of the Work. Nothing in this Agreement shall constitute legal or tax advice to Client.Client should consult Client's legal counsel, accountant and other advisors as to legal, tax,business, financial and related aspects of the Work and Client's purchase of the PV Solar System. 15) Amendments and Change Orders. Any and all amendments and change orders to this Agreement, schedules, exhibits or attachments must be in writing and signed by the Company and Client. If any subsequent amendment or modification of law, rules or regulations materially alters a party's obligations hereunder to its detriment,the parties will negotiate in good faith a mutually-acceptable amendment of the affected obligations. 16) Assignment.This Agreement is not assignable by Client without the prior written consent of the Company. 17) Governing Law. This Agreement shall be interpreted and governed under the laws of the Commonwealth of Massachusetts(without reference to conflict of laws principles). 18) Relationship of the Parties. This Agreement creates no agency relationship between the parties hereto, and nothing herein contained shall be construed to place the parties in the relationship of partners or joint ventures, and Client shall have no power to obligate or bind the Company in any manner whatsoever, nor shall the Company have the power to bind Client in any manner whatsoever. 19) Injunctive Relief; Other Remedies. The parties hereto may seek injunctive relief from the courts if necessary. In the event of non-payment the Company may pursue any and all remedies to enforce payment of the obligations created hereunder,including recording a mechanics lien. 20) Waiver.The waiver by either party hereto of a breach of a provision of this Agreement shall not operate or be construed to invalidate the balance of the provisions contained in this Agreement, which shall continue to remain in effect. 21) Severability. The fmding by any court that a provision of this Agreement is invalid shall not operate or be construed to invalidate the balance of the provisions contained in this Agreement, which provisions shall continue to remain in full force and effect. 22) Counsel. The parties hereby expressly acknowledge that each Party has been given the opportunity to consult with separate legal counsel for advice on this matter. 23) Counterparts. This Agreement may be executed in any number of counterparts, each of which when so executed and delivered shall be deemed an original and all of which taken together shall constitute one and the same instrument. 24) Force Majeure. Neither party will be responsible for any failure to perform its obligations under this Agreement due to causes s beyond its reasonable control,including,but not limited to acts of God,war,riot, embargoes, acts of civil or military authorities, fire, floods, accidents, storms, lightning and earthquakes, sabotage or destruction by a third party of the Work, or a strike, walkout, lockout or other significant labor dispute,or a shortage in the supply of photovoltaic solar panels, or other causes beyond the affected party's reasonable control. 25) Headings. The headings of the sections of this Agreement are included merely for convenience of reference and shall not affect the meaning of the language included herein. 4.13.16 ACE Z' - ES.IDENUAL SOLAR H>IC#182429 I 26) Entire Ageement.This Agreement contains the entire agreement between the parties relating to the subject matter hereof,and all prior proposals,discussions or writings are superseded hereby. 27) Binding Authority.Each of the persons executing this Agreement represents and warrants that he or she has full right and authority to execute this instrument on behalf of the Company or Client, as the case may be, and to bind such party to the fulfillment of all of the provisions hereof. 28) Succession. The teens of this Agreement shall be binding upon and shall inure to the benefit of the parties and their successors,heirs and assigns. 24) Cancellation. You may cancel this contract at any time prior to midnight of the third business day after the date you sign this contract by notifying the Company in writing. IN WITNESS WHEREOF,the parties hereto execute this Agreement by their duly authorized representatives on the dates set forth below. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES 'I Ace Residential Solar,LLC Client By: By: L Signature: � Signature: Date: G 13. ! f Dater i All home improvement contractors and subcontractors shall be registered and that any inquiries about a contractor or subcontractor relating to a registration should be directed to:Office of Consumer Affairs and Business Regulation,Ten Park Plaza,Suite 5170,Boston,MA 02116 Phone:(617)973-8700 I 4.13.16 i sm. Starling Madison Laf uist Inc. C onsufting Structural and Forensic Engineers 5224 South 39t, Street, Phoenix, Arizona 85040 i tel: (602)438-2500 fox: (602)438-2505 ROC#291316 www.smleng.com IronRidg a December 18, 2014 1495 Zephyr Ave Page 1 of 20 Hayward, CA 94544 Attn:Mr. David F.Taggart,Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes:ASCE/SEI 7-10 Min. Design Loads for Buildings&Other Structures International Building Code 2012 Edition Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Modules,dated Effective November 1,2012 by ICC-ES Aluminum Design Manual, 2010 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. 'rhe rails are used to support solar modules, typically, on the roof of a building. See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable spans for common load cases are shown in the tables below. Tables 1 A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1 B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge December 18,2014 Mr. David F. Taggart Page 2 of 20 IronRidge XRl 00 Rail,Roof Flush Mounting System—Structural Analysis Table 1A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 1(67.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf Osf Dsf psf psf 100 122 104 88 82 73 66 61 56 53 50 105 122 104 88 82 73 66 61 56 53 50 110 122 104 88 82 73 66 61 56 53 50 120 122 104 88 82 73 66 61 56 53 50 Category 130 112 104 88 82 73 66 61 56 53 50 B 140 104 104 88 82 73 66 61 56 53 50 150 97 97 88 82 73 66 61 56 53 50 160 91 91 88 1 82 73 1 66 61 56 53 50 170 85 85 85 82 73 66 61 56 53 50 100 122 104 88 82 73 66 61 56 53 50 105 117 104 88 82 73 66 61 56 53 50 110 112 104 88 82 73 66 61 56 53 50 120 102 102 88 82 73 66 61 56 53 50 Category 130 94 94 88 82 73 66 61 56 53 50 C 140 88 88 88 82 73 66 61 56 53 50 150 82 82 82 82 73 66 61 56 53 50 1601 77 77 77 1 77 73 1 66 61 56 53 50 170 72 72 72 72 72 66 61 56 53 50 100 113 104 88 82 73 66 61 56 53 50 105 108 104 88 82 73 66 61 55 53 50 110 103 103 88 82 73 66 61 56 53 50 120 94 94 88 82 73 66 61 56 53 50 Category 130 87 87 87 82 73 66 1 61 56 1 53 50 140 80 80 80 80 73 66 61 56 1 53 50 150 75 75 75 75 73 66 61 56 53 50 160 70 70 1 70 70 70 66 61 56 53 50 170 66 66 1 66__L66 1 66 1 66 61 56 53 50 Notes--see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- IronRidge December 18,2014 Mr.David F. Taggart Page 3 of 20 1ronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis I i Table 2A-MAXIMUM SPANS(in)-Roof Slope 0°to 6"-Wind Zone 2(67.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf esf sfsf psf Psf 100 109 104 88 82 73 66 61 56 53 50 105 103 103 88 82 73 66 61 56 53 50 110 98 98 88 1 82 73 66 61 56 53 50 120 90 90 88 82 73 66 61 56 53 50 Category 130 83 83 83 82 73 66 61 56 53 50 B 140 77 77 77 77 73 66 61 56 53 50 150 72 72 72 72 72 66 61 56 1 53 50 160 68 68 68 68 68 66 61 56 53 50 170 64 64 64 64 64 64 61 56 53 50 100 91 91 88 82 73 66 61 56 53 50 105 87 87 87 82 73 66 61 56 53 50 110 83 83 83 82 73 66 61 56 53 50 120 76 76 76 76 73 66 61 56 53 50 Category C 130 70 70 70 70 70 66 61 56 53 50 140 65 65 65 65 65 65 61 56 53 50 150 61 61 61 61 61 61 61 56 53 50 160 57 57 57 1 57 57 57 57 56 1 53 50 170 54 54 54 54 54 54 54 54 53 50 100 84 84 84 82 73 66 61 56 53 50 105 80 80 80 80 73 66 61 56 53 50 110 76 76 76 76 73 66 61 56 53 50 120 70 70 70 70 70 66 61 56 53 50 Category D 130 65 65 65 65 65 65 61 56 53 50 140 60 60 60 60 60 60 60 56 53 50 150 56 56 56 56 56 56 56 56 53 50 160 1 52 52 52 52 52 52 52 52 52 50 170 49 1 49 1 49 1 49 49 1 49 1 49 1 49 1 49 49 Notes—see page 20 I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18,2014 Mr. David F. Taggart Page 4 of 20 lronRidge XRl 00 Rail,Roof Flush Mounting System- Structural Analysis Table 3A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 3(67.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 87 87 87 82 73 66 61 56 53 50 105 83 83 83 82 73 66 61 56 53 50 110 79 79 79 1 79 73 66 61 56 1 53 50 120 72 72 72 72 72 66 61 56 53 50 Cat B ory 130 1 67 67 67 67 67 66 61 56 53 50 140 62 62 62 62 62 62 61 56 53 50 150 58 58 58 58 58 58 58 56 53 50 160 54 54 54 1 54 54 54 54 54 53 50 170 51 51 51 51 51 51 51 51 51 50 100 73 73 73 73 73 1 66 61 56 53 50 105 70 70 70 70 70 66 61 56 53 50 110 67 67 67 67 67 66 61 56 53 50 120 61 61 61 61 61 61 61 56 53 50 Category 130 56 56 56 1 56 56 56 56 56 53 50 C 140 52 52 52 52 1 52 52 52 52 52 50 150 49 49 49 49 49 49 49 49 49 49 160 46 46 46 46 46 46 46 46 1 46 46 170 43 43 43 43 43 43 43 43 43 43 100 67 67 67 67 67 1 66 61 56 53 50 105 64 64 64 1 64 64 64 61 56 53 50 110 61 61 61 61 61 61 61 56 53 50 120 56 56 56 56 56 56 56 56 1 53 50 Category 130 52 52 52 52 52 52 52 52 52 50 D 140 48 48 48 48 48 1 48 48 48 48 48 150 45 45 45 1 45 45 45 45 45 45 45 160 42 42 42 42 42 42 42 42 42 42 170 40 40 40 1 40 40 40 40 40 40 40 Notes-see page 20 Starling Madison Lo£quist, Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18,2014 Mr.David F. Taggart Page 5 of 20 IronRidge XRl 00 Rail,Roof Flush Mounting System—Structural Analysis Table 4A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 j sf Psf sfsf sf sf sf psf psf 100 112 97 83 72 64 58 53 49 46 43 j 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 j Category 120 112 97 83 72 64 58 53 49 46 43 B 130 112 97 83 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 1 46 43 120 103 97 83 72 64 58 53 49 46 43 Category y130 96 95 82 72 64 58 53 49 46 43 140 89 89 80 71 64 58 53 49 46 43 150 84 84 78 1 70 64 58 53 1 49 46 43 160 79 79 76 69 63 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 108 97 83 72 64 58 1 53 49 46 43 110 103 97 83 1 72 64 58 53 1 49 46 43 120 95 95 82 72 64 58 53 49 46 43 Category 130 88 88 80 71 64 58 53 49 46 43 140 82 82 78 70 63 1 58 53 49 46 43 150 77 77 76 68 62 58 53 49 1 46 1 43 160 73 73 73 67 61 57 53 1 49 46 43 170 68 68 1 68 65 60 56 53 49 46 43 Notes—see page 20 Starling Madison Lo£quist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge December 18,2014 Mr. David F. Taggart Page 6 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table SA-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf pst psf psf psf psf psf psf 100 106 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 97 97 83 1 72 64 58 53 1 49 46 43 120 90 90 83 72 64 58 53 49 46 43 Cat B ory 130 83 83 83 72 64 58 53 49 46 43 140 77 77 77 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 1 46 43 160 68 68 68 68 64 58 53 49 46 43 170 64 64 64 64 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 Category 130 71 71 71 71 64 58 53 49 46 43 140 66 66 66 66 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 1 46 43 160 58 58 58 58 58 1 58 53 49 46 43 170 55 55 55 1 55 55 55 53 49 46 43 100 84 84 83 72 64 58 53 49 46 43 105 80 80 80 72 64 58 53 49 46 43 110 77 77 77 72 64 58 53 49 46 43 120 70 70 70 70 64 58 53 49 46 43 Category 120 65 65 65 1 65 64 58 53 49 46 43 140 61 61 61 61 61 58 53 49 46 43 150 57 57 57 57 57 57 53 49 46 43 160 53 53 53 53 53 53 150 49 46 43 170 50 50 50 50 50 50 49 46 43 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18,2014 Mr.David F. Taggart Page 7 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 6A-MAXIMUM SPANS(in)-Roof Slope 7"to 27°-Wind Zone 3(67.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf Psf sf sf psf sf psf psf psf 100 87 87 83 72 64 58 53 49 46 43 105 83 83 83 72 64 58 53 49 46 43 110 80 80 80 1 72 64 58 53 49 46 43 Category 120 73 73 73 72 64 58 53 49 46 43 B 130 68 68 68 68 64 58 53 49 46 43 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 59 59 58 53 49 46 1 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 43 100 74 74 74 72 64 58 53 49 46 43 105 71 71 71 71 64 58 53 49 46 43 110 68 68 68 68 64 58 53 49 46 43 Category 120 62 62 62 62 62 58 53 49 46 43 C 130 1 58 58 58 58 58 58 53 49 46 43 140 54 54 54 54 54 54 53 49 1 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 170 44 44 44 1 44 44 44 44 44 44 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 65 64 58 53 49 46 43 110 62 62 62 62 62 58 53 49 46 43 Category 120 57 57 57 57 57 57 53 49 46 43 D 130 53 53 53 53 53 53 53 49 46 43 140 49 49 49 49 49 1 49 49 49 45 43 150 46 46 46 46 46 46 46 46 46 43 160 43 43 43 43 43 43 1 43 43 1 4343 170 41 41 1 41 1 41 41 41 1 41 1 41 1 41 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- 1ronRidge December 18,2014 Mr. David F. Taggart Page 8 of 20 IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis Table 7A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 1(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf psf psf psf psf 25f Psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 96 91 80 72 66 61 56 52 49 46 B 140 91 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 170 79 79 72 66 61 57 1 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 Category 130 85 84 75 68 63 59 56 52 49 46 C 140 81 80 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 1 46 120 85 83 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 58 54 52 49 46 140 75 75 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 1 47 45 170 64 64 62 58 55 52 50 48 1 46 44 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- lronRidge December 18, 2014 Mr. David F. Taggart Page 9 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis I i Table 8A-MAXIMUM SPANS(in)-Roof Slope 28"to 45°-Wind Zone 2(67.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf psf psf sf sf psf Of Dsf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 B 140 88 88 78 70 65 60 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 74 74 72 1 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 1 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 1 81 81 75 68 63 1 59 56 52 49 46 C 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 1 51 49 46 160 67 67 67 63 59 55 52 50 48 1 46 170 64 64 64 1 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 1 49 46 Category D 130 75 75 72 1 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 5451 49 47 45 170 59 59 59 58 55 52 50 48 46 44 Notes—see page 20 Starling Madison Lo£quist,Inc. Consulting Structural and Forensic Engineers -9- I 1ronRidge December 18, 2014 Mr.David F.Taggart Page 10 of 20 lronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 9A-MAXIMUM SPANS(in)-Roof Slope 280 to 450-Wind Zone 3(67.5"Max Module Length) XR1OO Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf pst psf psf Psf psf Psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 8 140 88 88 78 70 65 60 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 1 58 55 52 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 C 140 76 76 72 66 62 58 1 55 52 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 64 64 64 61 1 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category o 130 75 75 72 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 1 62 1 62 62 60 57 54 51 49 47 45 170 1 59 1 59 1 59 58 55 1 52 50 48 i 46 44 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers 10 IronRidge December 18,2014 Mr.David F. Taggart Page 11 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 1B-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 1(78.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 5060 70 80 90 sf sf sf sf sf sf sf psf psf 100 114 97 82 76 68 61 56 52 49 46 105 114 97 82 76 68 61 56 52 49 46 110 114 97 82 76 68 61 56 52 49 46 120 114 97 82 76 68 61 56 52 49 46 Category 130 105 97 82 76 68 61 56 52 49 46 B 140 97 97 82 76 68 61 56 52 49 46 150 90 90 82 76 68 61 56 52 49 46 160 85 85 82 76 68 61 56 52 49 46 170 80 80 80 76 68 61 56 52 49 46 100 114 97 82 76 68 61 56 52 49 46 105 110 97 82 76 68 61 56 52 49 46 110 105 97 82 76 68 61 56 52 49 46 120 96 96 82 76 68 61 56 52 49 46 Category C 130 88 88 82 76 68 61 56 52 49 46 140 82 82 82 76 68 61 56 52 49 46 150 76 76 76 76 68 61 56 52 49 46 160 71 71 71 71 68 61 56 52 49 46 170 67 67 67 67 67 61 56 52 49 46 100 106 97 82 76 68 61 56 52 49 46 105 101 97 82 1 76 68 61 56 52 49 46 110 96 96 82 76 68 61 56 52 49 46 120 88 88 82 76 68 61 56 52 49 46 Ca Dgoiy 130 81 81 81 76 68 61 56 52 49 46 140 75 75 75 75 68 61 56 52 49 46 150 70 70 70 70 68 51 56 52 49 46 160 66 66 66 66 66 61 56 52 49 46 170 62 62 62 62 62 61 56 52 49 46 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -11- IronRidge December 18,2014 Mr. David F.Taggart Page 12 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 28-MAXIMUM SPANS(in)-Roof Slope 0°to 6'-Wind Zone 2(78.5" Max Module Length) XR100 Wind Ground Snow load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf Psf psf psi psf psf psf psf 100 101 97 82 76 68 61 56 52 49 46 105 96 96 82 76 68 61 56 52 49 46 110 92 92 82 76 68 61 1 56 52 49 46 120 84 84 82 76 68 61 56 52 49 46 Category 130 78 78 78 76 68 61 56 52 49 46 B 140 72 72 72 72 68 61 56 52 49 46 150 67 67 67 67 67 61 56 52 49 46 160 63 63 63 63 63 61 56 52 49 46 170 59 59 59 59 59 1 59 56 52 49 46 100 85 85 82 76 68 61 56 52 49 46 105 81 81 81 76 68 61 56 52 49 46 110 77 77 77 76 68 61 56 52 49 46 120 71 71 71 71 68 61 56 52 49 46 Category 130 66 66 66 66 66 61 56 52 49 46 C 140 61 61 61 61 61 61 56 52 49 46 150 57 57 57 57 57 57 56 52 49 46 160 53 53 53 53 53 53 53 52 49 46 170 50 50 50 50 50 50 1 50 50 49 46 100 78 78 78 76 68 61 56 52 49 46- 105 75 75 75 75 68 61 56 52 49 46 110 71 71 71 71 68 61 56 52 49 46 120 65 65 65 65 65 61 56 52 49 46 Category 130 60 60 60 60 60 1 60 56 52 49 46 D 140 56 56 56 56 56 1 56 56 52 49 46 150 52 52 52 52 52 52 52 52 49 46 160 1 49 49 49 1 49 49 49 1 49 4949 46 170 1 46 46 1 46 1 46 46 46 1 46 46 46 46 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -12- IronRidge December 18,2014 Mr. David F. Taggart Page 13 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 3B-MAXIMUM SPANS(in) -Roof Slope 00 to 60-Wind Zone 3(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf s# sf sf sf sf sf 100 81 81 81 76 68 61 56 52 49 46 105 77 77 77 76 68 61 56 52 49 46 110 74 74 74 74 68 61 56 52 49 46 Category 120 67 67 67 67 67 61 56 52 49 46 B 130 62 62 62 62 62 61 56 52 49 46 140 58 58 58 58 58 58 56 52 49 46 150 54 54 54 54 54 54 54 52 49 46 160 50 50 50 50 50 50 50 50 49 46 170 48 48 48 48 48 48 48 48 48 46 100 68 68 68 68 68 61 56 52 49 46 105 65 65 65 65 65 61 56 52 49 46 110 62 62 62 62 62 61 56 52 49 46 120 57 57 57 57 57 57 56 52 49 46 CatC ory 130 52 52 52 52 52 52 52 52 49 46 140 49 49 49 49 49 49 49 49 49 46 150 45 45 45 45 45 45 45 45 45 45 160 43 43 43 1 43 43 1 43 43 43 1 43 43 170 1 40 40 40 40 40 40 40 40 40 40 100 63 63 63 63 63 61 56 52 49 46 105 60 60 60 60 60 60 56 52 49 46 110 57 57 57 57 57 57 56 52 49 46 120 52 52 52 52 52 52 52 52 49 46 CatDory 130 48 48 48 48 48 48 48 48 48 46 140 45 45 45 45 45 45 45 45 45 45 150 42 42 42 42 42 1 42 42 42 42 42 160 39 39 39 39 39 39 39 39 1 39 39 170 37 37 1 37 1 37 37 37 1 37 37 37 37 Notes-see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -13- 1ronRidge December 18,2014 Mr. David F. Taggart Page 14 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 48-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(78.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf psf psf sf psf psf Psf 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 105 91 77 1 67 59 1 54 49 46 43 40 120 105 91 77 67 59 54 49 46 43 40 Category 130 105 91 77 67 59 54 49 46 43 40 B 140 98 91 77 67 59 54 49 46 43 40 150 91 89 76 67 59 54 49 46 43 40 160 86 86 75 67 59 1 54 49 46 1 43 40 170 81 81 74 66 59 54 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 104 91 77 67 59 54 49 46 43 40 120 96 91 77 67 59 54 49 46 1 43 40 Category 130 89 89 1 76 67 1 59 54 49 46 43 40 C 140 83 83 74 66 59 54 49 46 43 40 150 78 78 73 65 59 54 49 46 43 40 160 73 73 71 64 58 54 49 46 43 40 170 69 69 69 62 57 53 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 1 49 46 43 40 120 89 88 76 67 59 54 49 46 43 40 Category 130 82 82 74 66 59 54 49 46 43 40 140 77 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 40 160 1 68 68 68 62 57 53 49 46 43 40 170 64 64 64 61 56 52 49 46 43 40 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -14- IronRidge December 18,2014 Mr. David F. Taggart Page 15 of 20 IronRidge XR100 Rail,Roof Flush Mounting System--Structural Analysis Table SB-MAXIMUM SPANS(in)-Roof Slope 7o to 27'-Wind Zone 2(78.5 Max Module Le nth ) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 77 1 67 59 54 49 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category 130 78 78 77 67 59 54 49 46 43 40 B 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 54 49 46 1 43 40 160 64 64 64 64 59 54 49 46 43 40 170 1 60 60 60 60 59 54 49 46 43 40 100 85 85 77 67 59 54 49 46 43 40 105 81 81 77 67 59 54 49 46 43 40 110 77 77 77 67 59 54 49 46 43 40 120 71 71 71 67 59 1 54 49 46 43 40 Category 130 1 66 66 66 1 66 59 54 49 46 43 40 C 140 61 61 61 61 59 54 49 46 43 40 150 57 57 57 57 57 54 49 46 43 40 160 54 54 54 54 54 54 49 46 43 40 170 51 51 51 51 51 51 49 46 1 43 40 100 78 78 77 67 59 54 49 46 43 40 105 75 75 75 67 59 54 49 46 43 40 110 71 71 71 67 59 54 49 46 43 40 120 66 66 66 66 59 54 49 46 43 40 Category 130 61 61 61 61 59 54 49 46 43 40 140 57 57 57 57 57 1 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 50 1 50 50 50 50 50 1 49 1 46 43 40 170 1 47 47 1 47 1 47 47 47 47 46 1 43 1 40 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -15- IronRidge December 18,2014 Mr.David F. Taggart Page 16 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 6B-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 3 (78.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf Psf Psf Psf Psf Psf psf psf psf 100 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 46 43 40 110 74 74 74 67 59 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category 130 63 63 63 63 59 54 49 46 43 40 B 140 59 59 59 59 59 54 49 46 43 40 150 55 55 55 55 55 54 49 46 1 43 40 160 52 52 52 52 52 1 52 49 46 43 40 170 49 49 49 49 49 49 49 46 43 40 100 69 69 69 67 59 54 49 46 43 1 40 105 66 66 66 66 59 54 49 46 43 40 110 63 63 63 63 59 54 49 46 43 40 120 58 58 58 58 58 54 49 46 43 40 Category 130 1 54 54 54 54 54 54 49 46 43 40 140 50 50 50 50 50 50 49 46 43 40 150 47 47 47 47 47 47 47 46 43 40 160 44 44 44 44 44 44 44 44 43 40 170 41 41 41 41 41 41 41 41 41 40 100 64 64 64 64 59 54 49 46 43 40 105 61 61 61 61 59 54 49 46 43 40 110 58 58 58 58 58 54 49 46 43 40 120 54 54 54 54 54 54 49 46 43 40 Categary 130 49 49 49 49 49 49 49 46 43 40 D 140 46 46 46 1 46 46 46 46 46 43 40 150 43 43 43 43 43 43 43 43 43 40 160 40 40 40 40 40 40 40 40 40 40 170 1 38 1 38 38 38 38 1 38 38 38 1 38 38 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -16- ironRidge December 18,2014 Mr. David F.Taggart Page 17 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis I Table 7B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 1(78.S"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf esfsf sf sf psisf sf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 89 84 74 67 61 56 52 48 45 43 B 140 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 59 55 52 48 1 45 43 160 77 76 68 62 1 58 54 51 48 45 43 170 73 73 66 61 1 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 89 84 74 67 61 56 52 48 45 43 120 84 81 72 65 60 56 52 48 45 43 Category C 130 1 79 78 70 63 59 55 52 48 45 43 140 75 75 67 62 57 54 51 48 45 43 150 71 71 65 60 56 52 50 47 45 43 160 67 67 63 58 54 51 49 46 44 43 170 64 64 61 1 57 53 50 48 45 44 42 100 89 85 74 67 61 56 52 48 45 43 105 87 83 73 66 61 56 52 48 45 43 110 84 81 72 65 60 56 52 48 45 43 120 79 78 69 63 59 55 52 48 45 43 Cat D ory 130 74 74 67 61 57 53 50 48 45 43 140 70 70 65 60 56 52 49 47 45 43 150 66 66 62 58 54 51 48 46 44 42 160 63 1 63 60 56 53 50 47 45 43 42 170 60 60 58 1 54 511 48 46 44 42 41 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -17- IronRidge December 18, 2014 Mr. David F. Taggart Page 18 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 8B-MAXIMUM SPANS(in)-Roof Slope 28°to 450-wind Zone 2(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sfi psf psf sfsf sf Psf psf psf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 fib 62 56 52 48 45 43 B Cat130 88 84 74 67 61 56 52 48 45 43 B 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 55 52 48 45 43 160 73 73 68 1 62 58 1 54 51 48 1 45 43 170 69 69 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 88 84 74 67 61 56 52 1 48 45 43 120 81 81 72 65 60 56 52 48 45 43 Category 130 76 76 70 63 59 55 52 48 45 43 C 140 71 71 67 62 57 54 51 48 45 43 150 67 67 65 60 56 52 50 47 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59 59 57 1 53 50 48 45 1 44 42 100 89 85 74 67 61 56 52 48 45 43 105 85 83 73 66 61 56 52 48 45 43 110 82 81 72 65 60 56 52 48 45 43 120 75 75 69 63 59 55 52 48 45 43 Cat D ory 130 70 70 67 61 57 53 50 48 1 45 43 140 66 66 65 60 56 52 49 47 45 43 150 62 62 1 62 58 54 51 48 46 44 42 160 58 58 58 56 53 50 47 45 43 42 170 1 55 55 55 1 54 51 1 48 46 44 42 41 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers - 18- 1ronRidge December 18, 2014 Mr.David F.Taggart Page 19 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 9B-MAXIMUM SPANS(in)-Roof Slope 28°to 45'-Wind Zone 3(78.5" Max Module Length) XR100 Wind Ground Snow toad Rail Exposure mph 0 psf 10 20 30 40 5060 70 80 90 sf sf sf sf sf sf sf sf sf 100 99 91 78 70 62 56 52 48 45 43 j 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 1 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 88 84 74 67 61 56 52 48 45 43 B 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 55 52 48 45 43 160 73 73 68 62 58 54 51 48 45 43 170 69 69 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 88 84 74 67 61 56 52 48 45 43 120 81 81 72 65 60 56 52 48 45 43 Category C 130 1 76 76 70 63 59 55 52 48 45 43 140 71 71 67 62 57 54 51 48 45 43 150 67 67 65 60 56 52 50 47 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59 59 57 53 50 1 48 45 44 42 100 89 85 74 67 61 56 52 48 45 43 105 85 83 73 66 61 56 52 48 45 43 110 82 81 72 65 60 56 52 48 45 43 120 75 75 69 63 59 55 52 48 45 43 CateCgory 130 1 70 70 67 61 57 53 50 48 45 43 140 66 66 65 60 56 52 49 47 45 43 150 62 62 62 58 54 51 48 46 44 42 160 58 58 58 56 1 53 50 1 47 1 45 43 42 170 55 55 55 54 51 1 48 46 44 1 42 41 Notes—see page 20 i I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -19- IronRidge December 18,2014 Mr.David F. Taggart Page 20 of 20 vonRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk Category I 3. Solar maximum module long dimension is 67.5 inches for Tables I A-9A and 78.5 inches for Tables 1 B-9B. 4. Provide 2 in.clear between roof and rail 5. End cantilever span(max)=0.40 x maximum span from above tables 6. No rail splices in end spans 7. No rail splices in middle 113 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, t "L 0 tR S J. WARNER , Cr41L Tres Warner, P.E. No.4902 Design Division Manager ft AL '�� Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -20- UN.aFI-441-W71YE IN IN.;Pzl� PR,OPRIETARY AND CONFIDENiIA[ REVISRONS 7�tE::,Nr�ES: rrcwc?x:nw ncwtfBl'�'dr•h 6a eyl. rs:rF;ue :�!�1t u> '`.'I -rwm::eew:.twr.�v:azn�rx n�a§teRasA:mn=s-inwr;ee'Kgt*en DESCRPTION I DATE APPROVED •i> .J r: Ate.G. .h O.i" ttwar+�r a.fl�.�7� :zc u:eantcz. A MRIAL RELEASE 05/28/4014 SO i Module Mounting System j End Clamp I VARIES O I I XR 100 Rail DETAIL B Module Mounting System SCALE 1 : 4 B Mid Clamp ::::VARIES VARIES l JA ! I 9 SLOPE I j PLAN VIEW DETAIL A SSCALE 1 : 4 SCALE 1:40 cEc.�-, — 'Wns,�, IRONRIDGE XR 100 ROOF MOUNT FLUSH EXHIBIT A - page 1 of 3 r �; -:-----— I PROPRIETARY AND CCNFICENTIAI 'IfEEi'ONiP'WN C6NaPMENIP'!N1::W:'dPGiY fN.Y%LE PNwW'P;Y_vu--`�T---_— � IROIBNa\EN.^,dMYF?t6.:VGkIMW;aPiTLi,L' Y+OIE fPtHtJFThE+PFIRE\ I£iNi5S1:NMB:IP.VL6E INL F'(:0'EEIINI MODULE MOUNTING SYSTEM END CLAMP—�.., i f D i I DETAIL E FLASHFOOT SCALE 1 : 5 (Or Alternate flashing) EXISTING ROOF STRUCTURE I MODULE MOUNTING SYSTEM GROUNDING MID CLAMP ROOFING (BY OTHERS) i ROOFING FRAMING DETAIL D (BY OTHERS) SCALE 1 : 5 I DETAIL C SCALE 1 : 4 w& IRONRIDGE' XR100 ROOF MOUNT FLUSH A- �'- __� ------ - A EXHIBIT A - page 2 of 3 i PROPRIETARY AND CONFIDENTIAL T.Wt.—loc.cwr MNNM MWW6 un4..a¢rna�en*xc, �sCF'_IIpEWr,Af!FFuq)'U�13H N pm,..0 A.A:i_E7X:9dii iN_::A;1114i J XR 100 Rail 1 i L-FOOT F 3 i FLASHFOOT # (Or Alternate flashing) j i I I I ROOF FRAMING (BY OTHERS) DETAIL F SCALE 1 : 5 IRONRIDGE .," XR 100 ROOF MOUNT FLUSH EXHIBITA - page 3 of 3 -- ,......-.-........... _ _.......r................_..... '•.I.��i... .".'It�lf .�%.!.E.:.F:J �'....:':-{f. ::11'i'S'a�.'!.� '� i 1 sN/LStarling Madison Lofquist, Inc. Car?suiIing Structural '1114 Forensic- Engineers 5224 South 391' Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com lronRidge December 18,2014 1495 Zephyr Ave page 1 of 11 Hayward, CA 94544 Attn: Mr.David F. Taggart,Vice President Products Subject: lronRidge FlashFoot Dear Sir: This letter is a supplement to the standard letter for the lronRidge Roof Flush Mounting System to address the requirements for use with the IronRidge FlashFoot. The lronRidge FlashFoot comprises an aluminum block and flashing plate. An L-Foot base is attached using a 5/16"lag screw with a 3 inch minimum embedment into a wood substrate. The wood substrate for the tests consisted of 1/2" CDX plywood over a 2x6 SPF #2 rafter with a specific gravity of 0.42. A full detail can be seen on the attached drawings. The testing data provided shows that the critical failure occurs in one of two ways, pullout of the lag screw from the base material or the shear failure of the L-Foot. Maximum allowable values for these failure conditions were derived using a safety factor of 3.0 on the lowest ultimate load provided by the testing. The maximum allowable uplift reaction of 717 lbs and the maximum allowable downslope (lateral) reaction of 341 lbs are based on the tested criteria. The allowable loads used to develop the tables below have been increased from the tested values above to reflect installation into a wood substrate with specific gravity of 0.50. The increase was determined using the ANSI/AF&PA NDS-2010 National Design Specification (NDS) for Wood Construction adjustment factor of 1 / 1-(0.50-0)where G is the tested specific gravity. Therefore,the maximum allowable uplift reaction is 779 lbs and the maximum allowable downslope (lateral) reaction is 370 lbs. The maximum allowable spacing of the FlashFoot for common load cases due to wind and snow are shown in Tables 1-9 below. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers ironRidge December 18,2014 Mr.David F. Taggart Page 2 of I I ironRidge Flashing Table 1-MAXIMUM SPANS(inches) - Wind Zone 1 XR10 Rail Wind Ground Snow Load Flash Foot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 70 61 51 45 40 36 33 30 29 27 105 70 61 51 45 40 36 33 30 29 27 110 70 61 51 45 40 36 33 30 29 27 120 70 61 51 45 40 36 33 30 29 27 Category B 130 70 61 51 45 40 36 33 30 29 27 140 66 61 51 45 40 36 33 30 29 27 150 62 60 51 45 40 36 33 30 29 27 160 58 58 50 45 40 36 33 30 29 27 170 55 55 49 44 40 36 33 30 29 27 100 70 61 51 45 40 36 33 30 29 27 105 70 61 51 45 40 36 33 30 29 27 110 70 61 51 45 40 36 33 30 29 27 120 65 61 51 45 40 36 33 30 29 27 Category C 130 60 59 51 45 40 36 33 30 29 27 140 56 56 49 44 40 36 33 30 29 27 150 53 53 48 43 39 36 33 30 29 27 160 49 49 47 43 39 36 33 30 29 27 170 46 46 46 1 42 38 35 33 30 29 27 100 70 61 51 1 45 40 36 33 1 30 29 27 105 68 61 51 45 40 36 33 30 29 27 110 65 61 51 45 40 36 33 30 29 27 120 60 59 50 45 40 36 33 30 29 27 Category D 130 56 56 49 44 40 36 33 30 29 27 140 52 52 48 1 43 39 36 33 30 29 27 150 48 48 47 42 39 36 33 30 29 27 160 45 45 45 41 38 35 33 30 29 27 170 1 43 43 43 40 1 37 35 33 30 1 29 27 Notes—see page I I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- IronRidge December 18,2014 Mr.David F. Taggart Page 3 of 1] IronRidge Flashing Table 2-MAXIMUM SPANS(inches)-Wind Zone 2 XR10 Rail Wind Flash Foot Speed Ground Snow Load Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 67 61 51 45 40 36 33 30 29 27 105 64 61 51 45 40 36 33 30 29 27 110 61 61 51 1 45 40 36 33 1 30 29 27 120 56 1 56 51 45 40 1 36 33 30 29 27 Category 6 130 52 52 51 45 40 36 33 30 29 27 140 49 49 49 45 40 36 33 30 29 27 150 45 45 45 45 40 36 33 30 29 1 27 160 43 43 43 43 40 36 33 1 30 29 27 170 40 40 1 40 40 1 40 36 33 30 29 27 100 57 57 51 45 40 36 33 30 29 27 105 55 55 51 45 40 36 33 30 29 27 110 52 52 51 45 40 36 33 30 29 27 120 48 48 48 45 40 36 33 1 30 29 27 Category C 130 44 44 44 44 40 36 33 30 29 1 27 140 41 41 41 41 40 36 33 30 29 27 150 38 38 38 38 38 36 33 30 29 27 160 36 36 36 36 36 1 36 33 30 29 27 170 34 34 34 34 34 34 33 1 30 29 27 100 53 53 51 45 40 36 33 30 29 27 105 50 50 50 45 40 36 33 30 29 27 110 48 48 48 45 40 36 33 30 29 27 120 44 44 44 44 40 36 33 30 29 27 Category D 130 41 41 41 41 40 36 33 30 29 27 140 38 38 38 38 38 36 33 1 30 29 27 150 35 35 35 35 35 35 33 30 29 27 160 33 33 33 33 33 33 33 30 29 27 170 3 1 31 1 31 1 31 31 31 31 30 29 27 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18, 2014 Mr.David F. Taggart Page 4 of I I TronRidge Flashing Table 3-MAXIMUM SPANS(inches)-Wind Zone 3 XR10 Rail Wind Flash Foot Speed Ground Snow Load Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 55 55 51 45 40 36 33 30 29 27 105 52 52 51 45 40 36 33 30 29 27 110 50 50 50 45 40 1 36 33 30 29 1 27 120 46 1 46 46 1 45 40 36 33 30 29 1 27 Category B 130 42 42 42 1 42 40 36 33 30 29 27 140 39 39 39 39 39 36 33 30 29 27 150 37 37 37 37 37 36 33 30 29 27 160 34 34 34 34 34 1 34 33 1 30 29 27 170 32 32 32 32 32 32 32 30 29 1 27 100 46 46 46 45 40 36 33 30 29 27 105 44 44 44 44 40 36 33 30 29 27 110 42 42 42 42 40 36 33 30 29 27 120 39 39 39 39 39 1 36 33 1 30 29 27 Category C 130 36 36 36 36 36 36 33 30 29 1 27 140 33 33 33 33 33 33 33 30 29 27 150 31 31 31 31 31 31 31 30 29 27 160 29 29 29 29 29 29 29 29 29 27 170 27 1 27 27 1 27 27 1 27 27 27 27 27 100 43 43 43 43 40 36 33 30 29 1 27 105 41 41 41 41 40 36 33 30 29 27 110 39 39 39 39 39 36 33 30 29 27 120 36 36 36 36 36 36 33 1 30 29 27 Category D 130 33 33 1 33 33 1 33 33 33 30 29 27 140 31 31 31 31 31 31 31 30 29 27 150 28 28 28 28 28 28 26 28 28 27 160 27 27 27 27 27 27 1 27 27 27 27 170 1 25 1 25 25 1 25 25 1 25 25 1 25 25 25 Notes-see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18, 2014 Mr.David F. Taggart Page 5 of I I IronRidge Flashing Table 4- MAXIMUM SPANS(inches)-Wind Zone 1 XR100 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psi psf psf psf psf psf psf 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 105 91 77 67 59 54 49 46 43 40 120 105 91 77 67 59 54 49 46 43 40 Category B 130 105 91 77 67 59 54 49 46 43 40 140 98 91 77 67 59 54 49 46 43 40 150 91 89 76 67 59 54 49 46 43 40 160 86 86 75 67 59 54 49 46 43 40 170 81 81 74 66 59 54 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 104 91 77 67 59 54 49 46 43 40 120 96 1 91 77 67 59 54 49 46 43 40 Category C 130 89 89 76 67 59 54 49 46 43 40 140 83 83 74 66 59 54 49 46 43 40 150 78 78 73 65 59 54 49 46 43 40 160 73 73 71 64 58 54 49 46 43 40 170 69 69 69 62 57 53 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 49 46 43 40 120 89 1 88 76 67 59 54 49 46 43 40 Category D 130 82 1 82 74 1 66 59 54 49 46 43 40 140 77 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 1 46 43 40 160 68 68 68 62 57 53 49 46 43 40 170 64 64 64 61 56 52 49 1 46 43 40 Notes-see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge December 18,2014 Mr.David F. Taggart Page 6 of 11 IronRidge Flashing Table 5-MAXIMUM SPANS(inches)-Wind Zone 2 XR100 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 77 67 59 1 54 49 1 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category B 130 78 78 77 67 59 54 49 46 43 40 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 54 49 46 43 40 160 64 64 64 1 64 59 1 54 49 1 46 43 40 170 60 60 60 60 59 54 49 46 43 40 100 85 85 77 67 59 54 49 46 43 40 105 81 81 77 67 59 54 49 46 43 40 110 77 77 1 77 67 59 54 49 46 43 1 40 120 71 71 71 67 59 1 54 49 1 46 43 40 Category C 130 66 66 66 66 59 54 49 46 43 40 140 61 61 61 61 59 54 49 46 43 40 150 57 57 57 57 57 54 49 46 43 40 160 511 5 51 51 51 51 49 46 43 40 170 45 45 45 45 45 45 45 1 45 43 40 100 78 78 77 67 59 54 49 46 43 40 105 75 75 75 67 59 54 49 46 43 40 110 71 1 71 71 67 59 54 49 46 43 40 120 66 66 66 1 66 59 54 49 46 43 40 Category D 130 61 61 61 61 59 54 49 46 43 1 40 140 56 56 56 56 56 54 49 46 43 40 150 49 49 49 49 49 1 49 49 46 43 40 160 43 43 43 43 43 43 43 43 43 40 170 38 38 38 38 38 38 38 38 38 38 Notes—see page i 1 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18, 2014 Mr.David F. Taggart Page 7 of 11 IronRidge Flashing Table 6-MAXIMUM SPANS(inches)-Wind Zone 3 XR100 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 46 43 40 110 74 1 74 74 67 59 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 47 1 47 47 47 47 47 47 46 43 40 170 41 41 41 41 41 41 41 41 41 40 100 69 69 69 67 59 54 49 46 43 40 105 66 66 66 66 59 54 49 46 43 40 110 63 63 63 63 59 54 49 46 43 40 120 58 1 58 58 58 58 54 49 46 43 40 Category C 130 50 50 50 50 50 50 49 46 43 40 140 43 43 43 43 43 43 43 43 43 40 150 38 38 38 38 38 38 38 38 38 38 160 33 33 33 33 33 33 33 33 33 33 170 29 29 29 29 29 29 29 29 29 29 100 64 64 64 64 59 54 49 46 43 40 105 61 61 61 61 59 54 49 1 46 43 40 110 58 58 58 58 58 54 49 46 43 40 120 50 1 50 50 1 50 50 1 50 49 46 43 40 Category D 130 42 42 42 42 42 1 42 42 42 42 40 140 37 37 37 37 37 37 37 37 37 37 150 32 32 32 32 32 32 32 32 32 32 160 28 28 28 28 28 28 28 28 28 28 170 1 25 1 25 25 25 25 25 25 1 25 25 25 Notes—see page Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- lronRidge December 18,2014 Mr.David F.Taggart Page 8 of 11 lronRidge Flashing Table 7-MAXIMUM SPANS (inches)-Wind Zone 1 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 1 30 40 50 60 10 80 90 psf psf psf psf psf psf psf psf psf psf 100 138 119 101 88 77 70 64 60 56 53 105 138 119 101 88 77 70 64 60 56 53 110 138 119 101 88 77 70 64 60 56 53 120 138 1 119 101 88 77 1 70 64 1 60 56 53 Category B 130 138 119 101 88 77 70 64 60 56 53 140 128 119 101 88 77 70 64 60 56 53 150 120 117 100 86 77 70 64 60 56 53 160 113 113 98 87 77 70 64 60 56 53 170 107 1 107 97 1 86 77 1 70 64 1 60 56 1 53 100 138 1 119 101 88 77 70 64 60 56 53 105 138 119 101 88 77 70 64 60 56 53 110 137 119 101 88 77 70 64 60 56 53 120 127 119 101 88 77 70 64 60 56 53 Category C 130 118 116 99 88 77 70 64 60 56 53 140 110 110 97 87 77 70 64 60 56 53 150 103 103 95 85 77 70 64 60 56 53 160 96 96 93 84 76 70 64 60 56 53 170 85 85 85 82 75 1 70 64 1 60 56 53 100 138 119 101 88 77 70 64 60 56 53 105 133 1 119 101 88 77 70 64 60 56 53 110 127 119 101 88 77 70 64 60 56 1 53 120 117 116 99 1 88 77 70 64 60 56 53 C 1 Category D 130 109 109 97 86 77 70 64 60 56 53 140 101 101 95 85 77 70 64 60 56 53 150 93 1 93 93 83 76 70 64 60 56 53 160 81 81 81 81 75 69 64 60 56 53 170 72 72 1 72 1 72 72 68 64 60 1 56 53 Notes—see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8 lronRidge December 18,2014 Mr.David F. Taggart Page 9 of 11 lronRidge Flashing Table 8- MAXIMUM SPANS(inches)-Wind Zone 2 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 10 80 90 psf psf psf psf psi psf psf psf psf psf 100 131 119 101 88 77 70 64 60 56 53 105 125 119 101 88 77 70 64 60 56 53 110 120 119 101 88 77 70 64 1 60 56 53 120 110 110 101 1 88 77 1 70 64 60 56 53 Category B 130 102 102 101 88 77 70 64 60 56 53 140 93 93 93 88 77 70 64 60 56 53 150 81 81 81 81 77 70 64 60 56 53 160 71 71 71 71 71 70 64 1 60 56 53 170 63 63 63 1 63 63 63 63 60 56 53 100 112 112 101 88 77 70 64 60 56 53 105 107 1 107 101 88 77 70 64 60 56 53 110 102 102 101 88 77 70 64 60 56 53 120 91 91 91 88 77 70 64 60 56 53 Category C 130 77 77 77 77 77 70 64 60 56 53 140 67 67 67 67 67 67 64 60 56 53 150 58 58 58 58 58 58 58 58 56 53 160 51 51 51 51 51 51 51 51 51 51 170 45 45 45 45 45 1 45 45 45 45 45 100 103 103 101 88 77 70 64 60 56 53 105 98 98 98 88 77 70 64 60 56 53 110 91 91 91 88 77 70 64 60 56 53 120 77 77 77 1 77 77 70 64 60 56 53 Category D 130 65 65 65 65 65 1 65 64 60 56 53 140 56 56 56 56 56 1 56 56 56 56 53 150 49 49 49 49 49 49 49 49 49 49 160 1 43 43 43 43 43 43 43 43 43 43 170 38 38 38 1 38 38 38 38 38 38 1 38 Notes—see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -9- IronRidge December 18,2014 Mr.David F. Taggart Page 10 of 11 IronRidge Flashing Table 9-MAXIMUM SPANS(inches)-Wind Zone 3 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 107 107 101 88 77 70 64 60 56 53 105 102 102 101 88 77 70 64 60 56 53 110 98 98 98 88 77 70 64 60 56 53 120 B3 83 83 83 77 70 64 60 56 53 Category B 130 71 71 71 71 71 70 64 60 56 53 140 61 61 61 61 61 61 61 60 56 53 150 53 53 53 53 53 53 53 53 53 53 160 47 1 47 47 47 47 47 47 47 47 47 170 41 41 41 41 41 41 41 41 41 41 100 85 85 85 85 77 70 64 60 56 53 105 77 77 77 77 77 70 64 60 56 53 110 70 70 70 70 70 70 64 60 56 53 120 59 1 59 59 59 59 59 59 59 56 53 Category C 130 50 50 50 50 50 50 50 50 50 50 140 43 43 43 43 43 43 43 43 43 43 150 38 38 38 38 38 38 38 38 38 38 160 33 33 33 33 33 33 33 33 33 33 170 29 29 29 29 29 29 29 29 29 29 100 72 72 72 72 72 70 64 60 56 53 105 65 65 65 65 65 65 64 1 60 56 53 110 59 59 59 59 59 59 59 59 56 53 120 50 50 1 50 50 50 50 50 50 50 50 Category D 130 42 42 42 42 42 42 42 42 42 42 140 37 37 37 37 37 37 37 37 37 37 150 32 32 32 32 32 32 32 32 32 32 160 28 1 28 28 28 28 28 28 28 1 28 28 170 25 25 1 25 1 25 25 25 25 25 25 1 25 Notes—see page I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- IronRidge December 1.8, 2014 Mr.David F.Taggart Page 1 I of I I IronRidge Flashing Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk.Category=I. 3. Roof Slope=7 to 27 degrees 4. Solar panel long dimension=78.5 in 5. Minimum.specific gravity of wood rafter=0.50 6. ASCE 7-10 Our analysis assumes that the connections and associated hardware are installed in, a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. It is the responsibility of the contractor to verify that the quality of the roof framing meets the minimum properties used in the tests. Additional information is available at the IronRidge web site,IronRidge.com. Please feel free to contact me at your convenience if you have any questions. Respectftally yours, �• S s� 12/18114 f� l C E'1973 n Tres J.Warner,P.E. EXR «► Design Division Manager v C{vtG yra i Starting Madison Lofcluist,Inc. Consulting Structural and Forensic Engineers s s -11- THIS EDGE TOWARDS ROOF RIDGE I e W it ( 12.00) cm �T�N - 2 (3.00 6.00) ' i 12.00 ' 3 7 .30) 4 ; f (3.71 ) ; I 5 i ITEM NO. DESCRIPTIONQTY �,... so ,¢�„ ---___._..._._-.........._......_� __ _....._.._..—..-_-; 1 LAG BOLT 5/16"-4 1/2" 18.8 SSA : 2 5/16" EPDM BONDED WASHER 18.8 SS 1 ''.-"" A1"_'6-2°"JZ IRONRIME 3 SCL-101-3 - 4 IR-GF-FLASHING 1 '° — KIT, IRONRIDGE FLASH FOOT 5 IR-GF-SUPPORT 1 (L-FOOT INCLUDED) 6 BOLT, 3/8-16 X 1"HEX CS SS 1 "'" I`"' RF-FL H- s oo l NUT, FLANGE HEX 3/8-16 55 1 s•:,:;. ::R.+.V;,.,c: , sc�:.r:re Yr,.;i,,. _: AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. 1495 Zephyr Ave 1435 Baechtel Road Address: Hayward, CA 94544 Address: Willits, CA 95490 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager ---.-... __ --...---- _-------------- ETL CLk"FIED Ta LIS traTEO Intertek ._..._...... _ ..._... ---- -._...--- - This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and Is provided pursuant to the Codification agreement between Intertek and Its Client Intertek's responsibillty and liability are limited to the terms and conditions of the agreement,Intertek assumes no Ilabllity lo arty party,other than m the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client Is authorized to permit oopyfng or distribution of this Authorizatlon to Mark and then only in Is entirely.Use of Interlak's Certification mark is restricted to the conditions laid out th the agreement and in this Authorization to Mark.Any further use of the Intertak name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intartek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordancewith the agreement they are not for the purposes of production qualtycontrol and do not relieve the Client of their obligations In this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: XR Rails ----------- Intertek AUTHORIZATION T4 MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be j applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. Address: 1495 Zephyr Ave 1495 Zephyr Ave Hayward,CA 94544 Address: Hayward, CA 94544 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Or Dave Taggart Phone: (800)227-9523 Phone: (707)363-3025 FAX: (707)459-1833 FAX: (510)225-0975 Email: yschwarzd@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CAco&tll� aur Control Number: 4008377 Authorized by: u for Thomas J. Patterson,Certification Manager ETL CLASSIRED Us 4 Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and Is provided pursuant b the Certification agreement between Intertek and Its Client.Intertak's responalbllity end liability are limited to the terms and conditions of the agreement.Intertak assumes no liability to any perry,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Marx.Only the Client Is authorized to permit copying or distribution of this Authorization to Mark and then only In Its entirety.Use of Infimtek's Certilicallon mark Is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the reale or advarlisement of the tested material,product or service must fir be approved in exiling by Intertek.Initial Factory Assessments and Follow up Services are tr the purpose of assuring appropriate usage of the Certification mark In accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations In this respect Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL Subject 2703 Outline of Investigation for Rack Mountie Systems and Clamping Device Standard(s): g Y p g s for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1,October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRid a Roof Mount Models: XR Rails AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: Precision Die&Stamping, Inc. 1495 Zephyr Ave 1704 W. 10th Street Address: Hayward, CA 94544 Address: Tempe,AZ 85281 Country: USA Country: USA Contact: Yann Schwarz Contact: Andy FmIa Phone: (800)227-9523 Phone: (480)967-2038 FAX: (707)459-1833 FAX: (480)829-0838 Email: yschwarz@ironridge.com Email: andy@precisiondie.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CAj� D Control Number: 4008083 Authorized by: for Thomas J. Patterson,Certification Manager us c�rrco Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark Is for the m elusive use of Intertak's Client and Is provided pursuant to the Canibcetion agreement betmen Intertek and Its Client.Intertek's responsibility and liability are limited to the harms and conditions of the agreement.Intertek assumes no liability to any parry,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client Is authorized to permlt copying or distribution of this Authorization to Marc and then only In Its entirety.Use of Interiek's Certification mark is restricted to the conditions laid out In the agreement and in this Authorization to Mark Any further use of the Intenek name for the sate or advertisement of Me tested material,product or service must fast be approved in wiling by Intertsk.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark In accordance with the sgreeme 1, they are not for the purposes of production quality control and do not relieve the Client of their obligation in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels,Issue Number: 1, October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRid a Roof Mount Models: XR Rails 8431 Murphy Drive Middleton.N 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity ................. ............. ----------- __- ........... _:_ WOO - -= - - =-- - - - - _ - — i �- — — — _ - t�� _ - r� — - - YIArM -- — - MEE _ _ - --.._- — i'tt�L� � tC� OR- ft1594 V 7 �. - �� _ — — - - _ KMR .a _ = _ — ---- a �40 JAt - _ _.._ _ - :� t = z_ - - _ W - _ , s — =_ - - ._ 1u n r tt _ f1 � Cn111�. _ €'3'-+P><• l�tl� 0-4fi �t"�k:ICIOr _ — __- _ z _ - p� y ry r 47 F _ R^— —�_ _ �R11rE — `. ♦._E`! '-n .3. �...._. '-=fir, SM,S' *__ - LY cu1w�.zx t7 . . 3 f poi —s m� r—c.3-Say wR — a�`aSu r J. � i' �{{ Ju Arr This verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client.Int'ertek's responsibility and liability ore limited to the terms and conditions of the agreement.Intertek assume.,no liability to any party,other than to the Client in accordance with thea agreement, or an l s x ) g ,f y Cs.,P. pet Se ar dam(ifJY.CICCa.Slaned by the tISB of tti%S VenflCafian.Only the Clip w is authorized to permit copying or distribiltion of this Verification. Any use of the Intertek name or one o is LL f i. marks for the sale or advertisement of the tested material,product ar service must first be approved in writing by Interiek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verffirotion by itself does not imply that the material,product,or servire is or has over been under(in Intertek certification program. GFT-OP-11a(24-MAR-2014) I Qk ?'he Comtrom�of Masld� ' Depth meat ucell Office o In 00FYa�tit�t���an� Bost^MA 02111 wws+.tr goy1& Weltm,Compensation Insproace AfiWavlft BWklerWC8nh2ctor de Wd*3SMum berS lam t f Q Nsme(BusinwA)W iz9kxlludlvidnal): t: /Staeute� � t� tai i Phone Axe you an employer?aledbithe tprlb but Ty"oiFro3eet(r : 1.® I a=V,0yer wi& 4. Q I am a caamtor;aud I Um 6. p Nca►oonstct;ctioat fttu=&or tmm o.* have �� 2.p T am GMPIe M 1 d or or�p mei€- 1 an tl a anched sheet. 7. p ° d have m! Thm�•cwtNctors have S. p Dem Udon m OMPWY ve w av� 9. Builelhzg addition wortdng ft ma to am capacigr, �, insurance. CI (No we dmw comp.wsut �ee 5, 10 Blemical mains or additim E3 we=a corporation punt its .II g.p i�.taeOwtter doing aI!vvorlc officars have m=dsed Ihok 11.0 Phunbhtg repdm or additions ri M.�wod=e comp cm off t�cemptitan per MGL 12.p Roof repairs ins mz=IMM&ImyUt .132,§i{4},and we have no PY Sa1a� employees.[No wadw, 13.1a Como.iummuce afro tilt out the sa itm below sb Mb*their WG*S's'elm►FUe]► d °O' . trax�1 untat btdi sneb that e'daci� , snbadta aaw: t t �� d thea�ot�be stare t dim afJm submit tltis�ttavl<��qy aQa,tudngalt vrork as tettit dodo*o look this box=M attaettot as addidotW deet ihowbo the nome otthe sub•cantraa m and stair wh9&w ortmt those A hnae Qmptoym& Ego sntb•ooaMUn hM amptayM they must tmsvide their wettatnt'eomis.Po3ky tatabu IM"moi ' that pe�eddleB woes'cosrpFan 3etsinnrtnrae�l�or entPtaya . Below dte per!►andab sate Inm ance CommName: Policy#or Stlf ins.Lic.#:.,, u d R�</ `�5F3 S t G► _--�--- Exisiratian Date; �l z"�G.�.--- lob Site�:�,L�1 �tce�+-�.�I I CitylStete��ip: f� nd Mtw*s CM of tte wm'UW comps nsWun pefley dukration page(s4ow4ng the palm►iaam�b�acr6min�at a aloes a lewd to the tt Failare t4 segue ce>`rerage as mod tmdar Section►25A of MGL c, 152 tis►. �� K ORDER and no up to$1,Soo oo andtar one-yee�c imp.as well as civil gcnatties 3n the foam baSTOP� d to dw Office of a fte of up to$MOD a day aSWW the triolator. Be advised fat a COPY Of this statement may Investismbm of dw I3IA.lbr Wmmce cOversge vedficattote. I do 9 ewe under dte pars and pemaillPes corma +f per�'ury that tlis,i ►rron prualdedS t and OjW am 006% Ila not wrbeb2 tbta Nw,m be crAEeted by sty or tow offletaL cilj►tw Tawe: Per"MWLitxnse# tss A►ot ty( oat}a 3. �eQt &Cityffma CMNc 4ti M to d Inspector &Plwubbs bVed r ` i.B�oard.of SteuiiW `.06 Comisrct Pel' s, i CC7'RU� CERTIFICATE OF LIABILITY INSURANCE 03012016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THiS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AvmORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If fhe affl—floats holder Is an ADDITIONAL INSURED,the poticy(les)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this csfflicata does not confer rights to the aerdocate holler In 11eu of such andorseawnft PROOUCLR Krista McMahon MiCHAUD,ROWE AND RUSCAK INSURANCE ASSOCIATES,INC. 978 688-8829 L P.O.BOX 188 kmcmahon ninsurance.com !NSU 8 AFFORDtNGt COYERA6R 70AiC• NORTH ANDOVER MA 01845 INSURER A: TRAVELERS INDEMNITY COOF AMERICA #{ 26MINsuREo tNSURfiR e ACE RESIDENTIAL SOLAR LLC mac: 342 NORTH MAIN ST INSURER E, ANDOVER MA 0`1810 INSURBRF, CO RAGESCERTIFICATE NUMBER: 35!39 REVISION NUMBER: THIS iS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WH►CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAiD CLAIMS. TYPE OF INSURANCE N LWM COMMERCIALGENERALLIA LITY EACH OCCURRENCE 11 CLAIMS-MADE �OCCUR A PR S NIA MED EXP WW one soon $ PMONAL 8 ADV INJURY 11 GE1V'L AGGREGATE LIMB APPLIES PER: POLICY PRGENERALAGGREGATE 8 QQ. LOC JECT OTHER: PRODUCTS-COMPlOP AGG $ A►IiOrr0aiL8 LIAeIUTY S 6 ANY AUTO IT OHEDULED BODILY INJURY{per parser) S ALL OWNED NO�ED N/A BODILY INJURY(Per acddenq d HIRED AUTOS [4 AUTO5 $ UMBRELLA UAa i OCCUR EACHOCCURRENCE $ CLAIM6411ADE NIA AGGREGATE g WORKERBCOMPENSATION 8 ANDEMPLOYaM'LVMLfTf vim X ATUTE A OFFICERIMEMSEREXCTLUD�E !WA NIA WAE.L.EACHACCIDENr $ 1,000.000 ( In 6HUB9F43435116 01120/2016 0112012017 ff darcAIn NK) E.L.DISEASE-EA EMp g 1000,000 D RI ONOF TIO a E.L.DISEASE-POLICY LIMiT 1 000 000 NIA ;=;W—nON OF OPERATMNS I LOCATIONS i VENICLEB(ACORD 101,AddRlonai Ratnaeka 8ehadu[a,may be artaehatl trmora spatx is raqutnrdj Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massarhuse#ts If the Insured hires,of has hired tiwse employees outside of Massachusetts. This certificate of insurance shows the policy In foroe on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage verification Search tool at WWW.mass goV/iwdlworkers-mmpensat Wnvestigattonst. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEU.ED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIMED IN Sunnova Energy Corporation ACCORDANCE WffH THE POUCY PROVISIONS. PO Box 56229 AUT14ORMED REPRESENTATIVE Hopton TX 77258-6229 Daniel M. i�y,CPCU.Vice.President—Residual Market—WCR iBMA ®1288-2014 ACORD CORPORATION. AN rights reserved. ACORD 26(Z014f01) Tho ACORD name and logo are registered marks of ACORD NORTH ANDOVER,MA 01"5. -000.0 Fold,Then Detach Along All Perforations ^T 4k• o MONw T aF 'iw Bi±r! �N RI M31 :> ISSUES THIr i'OLLO 11 LI: 'ASA ll? 0>`CNtL EI�ICINI+ER 'r ERIC'T MCLEAN Q Dr)00000000000". 0$O:JAY' RD NORT""C:Vt NIA 018�t5,Q 100 lilA88 s�:: >;' 1f3U/2d1g 25186 KV C '71e �p Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston,Massacnuisetts 62116 p QQ Home Improvement C; for lRe istration t g Registration: 182429 Type: LLC Expiration: 6/19/2017 Tri 267589 ACE RESIDENTIAL SOLAR LLC ERIC McLEANa 342 NORTH MAIN ST ^ , ANDOVER, MA 01810. t' r r�E Update Address and return card.Mark reason for change. QAddress [] Renewal E] Employment [3 Lost Card SCA1 0 20M•05MI I Office of Consumer Affairs&Business Regulation License or regist Etton valid for individul use only OME IMPROVEMENT CONTRACTOR before the expira�n date. If found return to: gistration: S429 Type- Office of Consumed Affairs and Business Regulation piradon• 6 !�-_•__, LLC 10 Park Plaza-Suite 5170 �—� Boston,MA 02116' ACE RESIDENTIAL', ERIC McLEAN 342 NORTH MAIN STS ` ANDOVER,MA 01810 ' indersecreta rY Not valid without signature . r i. i � � I r i L I � CONFIDENTIAL THIS DRAWING AND ANY DATA.DESCRFIION,AND OTHER NFORWATION CONTAINED HMON ARE CONSIDERED AS PROPRIETARY AND THE OW)64VE PROPERTY OF NAERIQAN CAPRIN.OIEROY NC.NO SHALL NOT BE PUE%SFHED,REPRODUCM COPIED,DISCIMED,OR USED.N WHOLE OR N PARI.FOR ANY M)NIOSE WTTHOUI THE OPRESS WRDEE N I DUSSION OF A DULY A RHORRIZEDD RU403 RATIVE OF ACE RENE?DUL SOAR.LLC. 22'-6" SYSTEM SIZE 11 .115 KW DC 14'-2" ENERGY 10,457 kWh PRODUCTION 9 10 11 12 13 MODULES (QTY. 39) 285W 1 2 3 4 PANELS 13'_a" INVERTERS (QTY. 1 ) 10.OKW ❑ 14 15 16 17 STRING INVERTER 5 6 7 8 18 19 20 21 22 23 24 25 26 27 28 15'-2" ' 29 30 31 32 33 34 35 36 37 38 39 SOLAREDGE P300 POWER OPTIMIZER SOLAREDGE SE1000OA-US 30OW INPUT POWER • 13,50OW MAX INPUT POWER • 48V MAX INPUT VOLTAGE • 500V MAX INPUT VOLTAGE 12.5A MAX INPUT CURRENT 35'—a" 30.5A MAX INPUT CURRENT . 15A MAX OUTPUT CURRENT • 42A MAX CONTINUOUS OUTPUT CURRENT 60V MAX OUTPUT VOLTAGE • 10,000W AC POWER OUTPUT . 8-25 OPTIMIZERS PER STRING 3s'-s" 12-25 YEAR WARRANTY 25 YEAR WARRANTY REAR ROOFS DIMENSIONS TO BE FIELD VERIFIED N f-3 . 2 2---1 "s PV ARRAY PV�ARRAY t 280' AZIMUTH 280' AZIMUTH 4 = � 9' SLOPE I 24' SLOPE I , F II 5 . 42 . LOCATION OF UTILITY ROOM _? I WITH MAIN -PANELBOARD °{ =.LOCATION OF UTILITY METER SUNIVA (OPT285-60-4-1 BO) (AND AC DISCONNECT Pmox (W) Vmp (V) Imp (A) Voc (V) Isc (A) 285 31.80 8.96 38.80 9.48 'd ACE t� DRAWN Br APPROVED BY DESCRIPTION DWG#: 1. ACE Residential Solar, LLC KILEY RESIDENCE- 119 HICKORY HILL RD. 342 North Main St.,1st Floor KJF 119 HICKORY HILL RD — NORTH ANDOVER, MA — PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-1 RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. PV ARRAY LAYOUT Phone 800-223-1462 6/3/16-1 ALL RIGHTS RESERVED REV 1.0 CONFIDENTIAL IM DRAWING AND ANY DATA DesawnON.AND OMER NfORMi%TM CONTAINED HE 13N ARE CONSIDERED AS PROPRUMf AND THE EXCLUSIVE PROPERTY OF AMERICAN CAPITAL BMW INC.AND SHALL NOT BE PUBLISHED,REPRODUCED.CO IM DISCLOSED,OR USED.N WHOLE O2 N PART,FOR ANY PURPOSE WITHOUT Tiff EXPRESS WRITTEN PERMISSpN OF A DULY AVRIORIZED REPRMWATNE OF NCE RESIDENTIAL SOLAR.LLC. 119 HICKORY HILL RD. • 10.0 KW AC • 11.115 KW DC • QTY(39) 285W PANELS SOLAREDGE SOLAREDGE SOLAREDGE • 1 X 1OKW STRING INVERTER P300 SUNIVA 285W P300 SUNIVA 285W P300 SUNNA 285W OPTIMIZER OPTIMIZER OPTIMIZER DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #t Lef #14 #27 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #2 #15 #28 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #3 #16 #29 DC OPTIMIZER DC OPTIMIZER dZ DC OPTIMIZER #4 #17 #30 NEW PV PRODUCTION DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #5 #18 #31 NEW UTILITY NET METER ® DC OPTIMIZER DC OPTIMIZER DC OP71MIZER (EXISTING UTILITY REVENUE METER SOCKET) SOLAREDGE 10 KW - INVERTER #ST-1 ® ..an•F 350 VDC INPUT 240V 1 PHASE OUTPUT teeD�c ---• OC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #7 #20 #33 NEW 60AAC UTILITY DISCONNECT SWITCH AC (LOCATED ADJACENT ��_ _— DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER To MEETERUTILITY DC •—f-- --- #6 #21 #34 GROUNDED DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER CONDUCTORS #9 #22 #35 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #10 #23 #36 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #11 #24 #37 w a,.uu „ena DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER Lou" #12 #25 #38 LINE SIDE 4, CONNECTION h DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER JUNCTION ,�_.a:•"-•.• �l Box z s �. :M _J #13 #26 #39 LeeD:.n r HOUSE PANEL BOARD try. C C C (200A 2401 R. SCM TOGA t� TO I 'r�J u lAtlE3a.H EXISTING ..aT:t.�.+.f.`*ua: .•:,:ia. LOADS IANC D �reTef A; ACE DRAWN BY APPROVED BY DESCRIPTION DWG#: L->l_. CE Resi entia Solar LLC KII.EY RESIDENCE- 119 HICKORY HILL RD. 342 North Main St.,lst Floor KJF L119 HICKORY HILL RD. - NORTH ANDOVER, MA - PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-2 - RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. SINGLE LINE DIAGRAM Phone 800-223-1462 6/3/16 ALL RIGHTS RESERVED REV 1.0 CONFIDENTIAL TIO!DRAWING AND ANY DATA DFSCRPMK AND OtKER WORMATKN CONVM D MERI N ARE CONSIDERED AS PROPRIETARY NO THE DXQUSNE PROPERLY OF AMERICA/CAPRAL DOW NC.AM SMALL NOT BE PUBLISHED,REPRODUCED.COPIED.Dom.OR USED,N WHOLE OR N PARE,FOR ANY PURPOBE WnHOUT THE ECP M WRIM PER MIEN OF A DULY AUDIORRIZEID REPRESENTAIWE OF ACE RESIDDM4L SOLAR.LLC. IRONRIDGE CLAMPING //MID CLAMP RANGES IRONRIDGE 0.2 END CLAM XRS RAJL t/4-m SS FLANGE NUTt/4-m%Y ss MODULE 9. 3FIEx CAP BOLT MID CHAR O FRAME MODULE 1�4-20X2'SS LT 6.)0 FRAME FID(CAP BOLT MOUNTING/ a WUL 285W 285W END CLAMP MID CLAMP 3338 MODULE MODULE NOT TTOSCALE) (NOT M SCALE) INSTALLATION DETAIL NOT TO SCALE) 6. 0 2016 0.5 6. 0 I I FLASHING ROOF MEMBRANE PLYWOOD RAFTERS . RAFTERS 285W 285W 3338 MODULE MODULE HEX HEAD CAP SCREW RAIL SPLIT LOCK TAP FENDER WASHER SEALINO WASHER 6. 0 POST _ --' ---- L-FOOT 9. 3FTLAG BOLT- Ll--r I I I I FLASHING TYPICAL MODULE INSTALLATION DETAIL e «, �a HDC HEAD CAP SCREW (DIMENSIONS IN INCHES) QUICKMOUNT LOW WiT To SCALE)STANDOFF DETAIL roL—FOOT AND FLASHING INSTALLATION DETAIL NOT TO SCALE) ACE DRAWN BY APPROVED eY DESCRIPTION ACE Residential Solar, LLC KILEY RESIDENCE- 119 HICKORY HILL RD 342 North Mtin St.,1st Floor KJF 119 HICKORY HILL RD — NORTH ANDOVER, MA — PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-3 RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR. LLC. Phone 800-223-1462 6/3/18 ALL RIGHTS RESERVED RACKING DIAGRAM REV 1..0 CONFIDENTIAL TM ORAWYEi6 AND ANY DATA.DESCRFMK AND MM WORMT10H OONFMED HBM ARE OONSDFRM AS PROPRIETARY AND TIE FX=KM PROPERTY OF AMM CAPITA.ENERGY NC.AND SINLL NOT BE PIMAHE.REPRO M.COPIED.DISCLOSE,OR USED.M WHOLE OR IN PART.FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEII PERMISSION OF A DULY AUMOROM REPRESDUATNE OF ACE RESOEWW SOLAR LLC. 14'-2" III STRUCTURAL ONLY �tN OF ROGER T. AL IVi .a o � r 13'-8" �ONAt I-ii R hi F I 06/02/2016 U 1977-0014-161 E ECTORn O I n E E R S 9136 S. STATE STREET, SUITE 101 (807) 990-1775 T1 I I I I I I I I I I I I SANDY, UTAH 64070 (801) 9917-1776 FAX EXISTING (2x10, 16" O.C.) RAFTERS 1 I WITH (2X4, 48" O.C.) COLLAR TIES AND (2X10) RIDGE BEAM I 15'-2" IRONRIDGE XR100 RAILS I FLASHING AND STRUCTURAL SCREW (SEE DETAILS BELOW) 36'-8" EXISTING (2x10, 16" O.C.) RAFTERS RACKING DETAIL NUT AND BOLT DIMENSIONS AND LOCATIONS TO BE FLASHING III FIELD VERIFIED L-FOOT 3.28" BOLT FLASHING MAX ALLOWABLE SPANS BILL OF MATERIALS SEALANT LAG 10 11' RAILS PORTRAIT 4'-11 I ( I ( I I I I I 3'71" BOLT 8 14' RAILS PORTRAIT202'-0" I III i EXISTING 2 17' RAILS LANDSCAPE N/A LAG BOLT I I ( I II II ( I I ) II I I I I RAFTER Ilii) 78 FLASHING LANDSCAPE N/A CANTILEVER RAFTER CANTILEVER i�'i LAG BOLT DETAIL FLASHING DETAIL _ ACE DRAWN BY APPROVED BY DESCRIPTION DWG#: l� ACE Residential Solar,, LLC KILEY RESIDENCE- 119 HICKORY HII.L RD. 342 North Main St.,1st Hoot KJF 119 HICKORY HILL RD — NORTH ANDOVER, MA — PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-4 R r"SIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. STRUCTURAL LAYOUT Phone 800-223-1462 6/1/t6 ALL RIGHTS RESERVED REV 1.0 Location No. 9 Date No pT�,h TOWN OF NORTH ANDOVER O s 9 > Certificate of Occupancy $ cMuBuilding/Frame Permit Fee $ s+ sE Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 15185 Building Inspecto Location Mo. Date fz -aC;1 MORTM TOWN OF NORTH ANDOVER OL Certificate of Occu cy $ E<� Building/Frame it F $ �CMUS Foundation Per t Fed $ Other P e(� $ TOTAL Check # ,21,-,),P i 15 -/' 6 9 Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING PIIS sec"fon'-JI�I� �ll� BUILDING PERMIT NUMBER: C;? 9� DATE ISSUED: / r C C SIGNATURE: Building Commissioner/1for of Buildings Date SECTION i-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number q\0�o v eC" � 1.3 Zoning Information: 1.4 Property Dimensions: R3 \R '_X'5a -Ar- \y�' Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided 30 � � © a O �.�' � a•�,r r3 0 `��b 1.7 Water Supply M.G.LC.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public Private 0 Zone Outside Flood Zone x Municipal X On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rn 2.1 Owner of Record V%,At 4; SF\._4z_r% '�tQ\o�m, \��\ 4'i.c`l`oc`i \X\\\ �� o Name(Print) Address for Service: W Signal�i# Telephone 1 4 2.2 Owaer of Record: Name Print Address for Service: 00 rn Signatur Telephone SECT N 3-CONSTRUCTION ftRVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: O License Number mn Add res �(N-i' q1`6` 50a,— �,H5 b' Expiration Date � Si ature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name 3 Registration Number t� Address r Expiration Date ^� Sin re Tele hone V G9�ry 4 SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition Other ❑ Specify Brief Description of Proposed Work: cc-4%cam SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction / 3 Plumbing Building Permit fee(a) X N 4 Mechanical HVAC OR 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING.PERMIT I, ,/ ! • f as Owner/Authorized Agent of subject property Hereby authorize Ln to act on ' My b alf, r all matters relalivc toevrk authorized by this building permit application. i O Si nature Owner Date ) SECTIO 7b OWNER/AUTHORIZED AGENT DECLARATION 1, QJA ' as Owner/Authorized Agent of subject r property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief _ /I Print N I�Yt • r U. l� (1 Z _Signature weer/Agent Date NO. OF STORIES SIZE BASEMENT OR SLAB S .SIZE OF FLOOR TRVMERS 1 'a; " 2 3 SPAN ` DIMENSIONS OF SILLS ` DIMENSIONS OF POSTS DE\,ENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND o�.0 IS BUILDING CONNECTED TO NATURAL GAS LINE 1/e5