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Home My WebLink AboutBuilding Permit #1184-2016 - 555 FOREST STREET 5/12/2016r (� LF NORTH AI 1 BUILDING PERMIT �� TOWN OF NORTH ANDOVER ° APPLICATION FOR PLAN EXAMINATION Permit NO: �l Date ReceivedA_°9 Date Issued:— IMPORTANT: ssued: IMP RTANT:Applicant must complete all items on this page 20 m g vMIMI ME 12 ZZ OM - w TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family 0 Industrial Alteration No. of units: ElCommercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other (AAd(.� o� S��c c�nrne\S-�,At.e fw- coA �o s" -tt AkA P Y,t:m&r 4 Cpa cel�erc 5 k,kb'i KN. L-Cee- A-M A C a� yw. Wil" -ko 4-,-�10.S�tti o,., &VA `CMR.V\ Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: s Jo mebt SA- S � . �� y CO�TtA. TDR are ° A ' s ` "'. k, tax, - ONIN �Ad TeSS 34> F a Ma r+ +, '�{ ,firJ�, ft Ul�� a �W ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ as 6�� FEE: $ Check No.: P Receipt No.: NOTE: Persons contracting with unr istered contractors do not have access io the g ara fe�7f' igna u Agent/Own � �� , vinafikof ntr BUILDING PERMIT s NORTy 1.rw- +�. O��T LED '6 O TOWN OF NORTH ANDOVER 3� y `- 0 A ON:, LIGATION FOR PLAN EXAMINATION:, - . APP " Permit No#: Date Received Ar �SSAC HUS�4 Date Issued: IMPORTANT: Applicant must complete all items-on Us-page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes. no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition [I Two or more family El Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other 0 Septic ❑Well 0 Floodplain ❑Wetlands 5 Watershed District D.Water/Sewer -_ DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: Address: Supervisor's Construction License: Exp. ;Date: Home Improvement License: Exp. ate:s.. . ARCHITECT/ENGINEER Phone:,- - Address: Reg. No. f FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST' $125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt Nor: NOTE: Persons contracting with unregistered contractors do not have>access oIIhaguarunty fund Location 6-6 7/-7 No. / d f 5 Date • • TOWN OF NORTH ANDOVER `" Certificate of Occupancy $ Building/Frame Permit Fee sc) Foundation Permit Fee $ Other Permit Fee $ TOTAL Check# ( 30366 Building Inspector ■ Plans Submitteii 1] ' 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 m U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature 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 FIRE DIrpPARTMENT Tern ®umpster onsite yes7 r, no' iLo ated at,124 M�ainStreetk. Fire;Dep rtrr�entsignature/date °. .; C®MMEN�T�S ..._�.�. _fir ��_,. - • � Dimension Number of Stories: Total square feet of floor area, based-:oik derior dimensions. Total land area, sq. ft.: ELECTRICAL. Movement of Deter location, mast or service diG-p-rr fres approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA- (For department use) i r ❑ Notified for pickup Call Email— Date Time Contact Name t_ Doc.Building Pennit Revised 2014 .... j 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 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 IECC 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 r Doc:Building Permit Revised 2014 r 1 - - NORTH - - . w: 1 : c . ." ver h , ver, Mass, Ito �qCOCHIC Kl WICK S gAYr,E O Jok1f, 5 U BOARD OF HEALTH Food/Kitchen PERMIT D Septic System THIS CERTIFIES THAT ........... ...... ... ....... „. ..4W BUILDING INSPECTOR ......................... .has permission to erect ...... buildings on .. ..................... Foundation . .. .... . ..... .... � Rough 15 to be occupied as ............ .... . ... . . ....kC..... .. ..................... _.........� .r. ..... Chimney provided that the person accepting this permit sh II 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 CONSTRUCTION STARTS Rough Service ...................... ... .... ................... BUILDIN INSPECTOR.. Fina ZC GAS I ECTOR Occupancy Permit Required to Occupy Buildine 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. -.1000? -,V jjl�� r 7 NORTH - 2 � , _ : :. .c . : ve * 0 1. .. L No. ,.- C, h ver, Mass, C oc0 KS NIC N!wIc It-�'►• �dOW s RATED 1 U BOARD OF HEALTH Food/Kitchen P E R Septic System I L D THIS CERTIFIES THAT RAI ...... . ...........�,,,,, „� BUILDING INSPECTOR has permission to erect ...... buildings on .. Foundation ................. . . rte. ... .... .�... ... . .. .. .. .... . ..... ... Rough to be occupied as ............* ... ... . . .... ... ..................... ............. .t. ..... .............. Chimney provided that the person accepting this permit sh II 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 CONSTRUCTION STA TS Rough Service Final BUILDIN6 INSPECTOR 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. r 1 NORTH w: :. . E : :. .c . : ve" '* 0 No. h , ver, Mass, Hn 'j COCKIC N9WICK y1. ay �y S U BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT .............PERrA��. .. IIT......... �.C� ... « BUILDING INSPECT-I ..... .. L D .................. ...................... ., has permission to erect .......................... buildings on .. .. ... ... .. .. Foundation Rough to be occupied as ... . .. S .0.J_5 ..... Chimney provided that the person accepting this permit sh II 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 CONSTRUCTION STARTS Rough Service ...................... . ... ...., ..................... Final BUIL INSPECTOR 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 G i n E E R S Project Number: U1977-0008-161 May 3,2016 American Capital Energy,Inc. 360 Merrimack St.,Building 9,Entrance K,Suite 202 Lawrence,MA 01843 ATTENTION: Eric McLean REFERENCE: Stonecipher Residence:555 Forest St,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:2x8 rafters @ 16"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 2009 International Building Code 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: 124 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 3.5 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 t+r!OF RC?�aER T. 4 AC !VI �n .4 0 Roger T.Alworth,S.E. 4, Principal ' staN�; RTA/jsp MAY 03 2016 9138 S. State St., Suite 1011 Sandy, UT 840701 T(801) 990-1775 1 F (801) 990-17761 www.vectorse.com The Cominompeaft of Massaelurset& Departmer:t ofIndus&W Acefilents Office of Invesffgations 600 WashaVion Sired Boston,MA 02111 Mm.1nass gov/dia Workers' Compemflan Insurance Affidavit.Builders/ContmctunMectricians/Plumbers Applicant IrformationMUUMUU Legibly Name(Bvsinw&Thpnizatiowindividual): Address:'-M-&- 11�P AA c .' Ih 7! Gi /State/zi : L6"JM/Q(S'10 Phone#. o � Are you an employtx?Cledyke appropriate box: 4. I�a Type of project(required): 1.® I am a employer with Q t��contractor and r New e�nst�uctian employees(full and/or part-time).* have hired the stab-contractors 6, Q 2. I am a sole proprietor or partner- listed m the attached sheet. 7. ❑Remodeling ship and have no employees Tbese sub-contractors have 8. [ Demolition working for me in my capacity. employees and have workers' 9. Q Building addition [No wodan,comp,irmnuce comp.insurance. required.) S. Q We are a corporation and its 10.❑Electrical repairs or additions 3.111 am a homeowner doing all work officers have exercised their 11.[]plumbing repairs or additions myself(No workers'comp. right of exemption per MGL 12.4 Roof repairs insurance required.)t c. 152,§1(4),and we have no employees.[No workers* 13.� � PV Solar co".insurance requirccQ +Arryappliaau that checks box#1 mast also frit out the section below showing thein wad=,nonWensebon policy inf'oraa dm t wners who submit this affidavit indicating they me doing nil work and then him outside contractors must submits new affWavit indicating such. tConaactme that chook this box mtrst attached an addidouW sheet showing the name of the sub.contmetors and stats whether or not those entitles have employees. Ifthe s&WIltractors have ampioyas,they must provide their warkers'camp.policy munrer. I am an eniptoyer tkaflsprmdding wonkers'conrpmwtion ins9m+ance for my meeptoyees. Below is dee policy and job site Fit(orrswNwr. r.. Inmwrance Company Name:_ J Ra u S,-%As i&,b 8M N i Tal o at* 140"ER t c A Policy#or Self-ins.Lic.# H v 8 4 S( Expiration Date.: Job Site Aditus•55-5 Fd rest- S+ City/state/zip:, r44,AKJo A,' 1W ld/Yq, Attach x copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$25400 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerop ander diepains andpenalties ofperjoy that the informaden provided above is true and ctanvd. phone#: foo as M6-'), Qffldal we onht Do not wilfe In this area,to be cmrpleted by city or tone ofclal City or Town: Permit/License# Issuing Aat6ority(talrele one): L Board of Health 2.Bufitltog Department &City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: ACOtR CERTIFICATE OF LIABILITY "'WWffm'I lNSt1RANCE °MTE( a3xier�als THlB CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the cerditcate holder Is an ADDITIONAL INSURED,the poilc)rINS)must be endorsed, If SUI�OGATtON tS WAIVED,sut�ect to the terms and conditions of the poky,certain policies may require an endorsement. A statement on the carmcata does not confer rights to the C04MOW holder In Rely of such endarseme ). PR'OOUCER Krista McMahon MICHAUD,ROWE AND RUSCAK INSURANCE ASSOCIATES,INC. 978 888-8829 P.O.Box 188 L kmCmahon Mnsurance.(xxn NORTHANDOVER AFFORDINe COYERAQE ( ar MA 01845 INSURER A: TRAVELERS INDEMNIlY CO OF AMERICA 26888 INSURED ACE RESIDENTIAL SOLAR LLC INSUM8. i RERc: 342 NORTH MAIN ST ftmD: INsuR�e: ANROVER MA-01810 F COVERAGE$ CERTIFICATE NUMBER: 35739 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. NOTVWTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 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 CY COMME10ALOSMULLMLITY LIMITS EACH OCCURRENCE $ CLAIMS-MADE1:1 OCCUR PREMI $ MED EXP one n) NIA PERSONAL&ADV INJURY $ sENLAt+GRE(GA�TE�L(�Mn APPLIES PER MERALAC-MOATE $ K UCY 0,IE:C F7 LOC PRODUCTS-COMPIOP AGG $ THER: AUn?N[O!a<LELIA9IL!"fY 0 $ ANY AUTO KM.81 BODILY INJURY(Per penes) S AUTOS �0 NIA a0D1lY INJURY(Perecddenq HIREDAUTOS AUTOSAU � ? oA E $ (>MDRELIALIAa $ OCCUR EACkOCCURRENCE $ 6XCE8S UAB CLAIMS-MADE (IIIA AGGREGATE $ DEDR N I- WORKERSCOMPENSAWN $ ANDEMPLOYERS'LIABUTY YIN A UTE ANYPROPOATNERIECUTIVEANA EL.EACH ACCDETA =R ERNA 6HUBF4345116 09/20!2016 a1120I2017t erIn S 1`000,000 _ dera ft underoISEABE.EA EMPLOYEE s 1.000.0m CRI OF 0 TIONS E L DISEASE-POLICY LOGIT S 1.0m.000 N/A OEBCRWMN OF OPERATIONS I LOCATIONS I VEMCLES(ACORD 109,Add OMI Re Wft Sr heduba,nay De attached r! (e Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 8,no authorization 1s given to pay claims for benefits to employees in states other than MGS&a0u9etts If the Insured hires,or has hired those employees outside of Ma ssachuSetls. This oadifi(aie of Insurance shows the policy In force on the date that this gate was issued(unless the expiration date on the above policy precedes the Issue data of this oertifioate of insurance). The status of this coverage can be monitored daily by acoessing Me Proof of Coverage-Coverage Verification Search tool at www.mass.90v/Whvo*em-wmpwmftMnvestigatiormt, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIE8 BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sunrlova Energy Corporabot1 ACCORDANCE WM THE POLICY PROVISIONS. PO Box 68229 A`UTHORMFD REPRESENTATIVE Houston TX 77256-6229 PC Daniel M.C y,CPCU,Vice President-Residual Market—WCRIBMA 01985.2014 ACORD CORPORATION. All TWO reserved. ACORD 26(2014(01) The ACORD name and logo are regtaoered mar"of ACORD NORTH ANDOVER;MA 01848-DOOO Fold,Then Detach_Along All Perforations �r xO 0lMOiWF OFMA IS `. > N�StN RING. x 5 t t5SUE8 TWA OLLOUY{t�IG LIAS A f . h OF CNt�, EER , ERIC T MCLEAN Y 0 �OOOOOOQOQ94ttQA.�030 JAY RD NOR7 1tGtdEt ,MA 01845�ti' 0 AR C97/W 0/ Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massac setts 02116 Home Improvement C -h Rtor Registration Registration: 182429 - Type: *LLC Expiration: 6/19/2017 Trll` 267589 ACE RESIDENTIAL SOLAR LLC h `� ERIC McLEAN a 342 NORTH MAIN ST `- L ANDOVER, MA 01810. K Af � Update Address and return card.Mark reason for change. -� F] Address ❑ Renewal [:] Employment Lost Card SCA 1 u 20M-05/11 de(a"m o wealf/olc?1�&aaao6et7a License or registration valid for individut use onl Office of Consumer Affairs&Business Regulation g y OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: J82, 29 Type: Office of Consumer Affairs and Business Regulation xP iration:-==-67� gds LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 Wa ACE RESIDENTIAL ¢ = C t.e — 1 ERIC MCLEAN 342 NORTH MAIN STQ, ANDOVER,MA 01810 —`�— Undersecretary Not valid without signature fi } SN/L1 Starling Madison Lofquist, Inc. Consulting Structural and Forensic ,Engineers 1 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602)438-2505 ROC#291316 www.smleng.com IronRidge 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. The 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 IA-9A are for modules with a maximum long dimension of 67.5 inches and Tables IB-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 lronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 1A-MAXIMUM SPANS(in)-Roof Slope 00 to 60-Wind tone 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 psf Psf 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 82 73 66 61 56 1 53 50 170 85 85 85 82 73 1 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 C 130 94 94 88 82 73 66 61 56 53 50 140 88 88 88 82 73 66 61 56 53 50 150 82 82 82 82 73 66 61 56 53 50 160 77 77 77 77 73 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 56 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 D 130 87 87 87 82 73 66 61 56 53 50 140 80 80 80 80 73 66 61 56 53 50 150 75 75 75 75 73 66 61 56 53 50 160 701 70 70 70 70 66 61 56 53 50 170 1 66 1 66 66 66 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 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 2A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 2(67.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf 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 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 53 50 160 1 68 68 68 68 68 66 61 56 53 50 170 64 64 1 64 64 1 64 64 61 56 53 1 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 57 57 57 57 56 53 50 170 54 54 54 1 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 130 65 65 65 65 65 1 65 61 56 53 50 D 140 60 60 60 60 60 60 60 56 53 50 150 56 56 56 56 56 56 56 56 53 50 160 52 52 52 52 52 52 52 52 52 50 170 49 49 49 49 49 49 49 49 49 1 49 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18, 2014 Mr. David F. Taggart Page 4 of 20 IronRidge XR100 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 79 73 66 61 56 1 53 50 120 72 72 72 72 72 66 61 56 53 50 Category 130 67 67 67 67 67 66 61 56 53 50 B 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 54 54 54 54 54 53 50 170 51 51 51 1 51 51 1 51 51 51 1 51 50 100 73 73 73 73 73 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 56 56 56 56 56 53 50 C 140 52 52 52 52 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 46 46 170 43 43 43 43 43 43 1 43 43 43 1 43 100 67 67 67 67 67 66 61 56 53 50 105 64 64 64 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 53 50 Category D 130 52 52 52 52 52 52 52 52 52 50 140 48 48 48 48 48 48 48 48 48 48 150 45 45 45 45 45 45 45 45 45 45 160 42 42 42 42 42 42 42 42 42 42 170 40 1 40 1 40 1 40 1 40 40 1 40 40 40 40 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18, 2014 Mr. David F. Taggart Page 5 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 4A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(67.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 psf psf psf psf psf psf psf 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 1 72 64 1 58 53 49 1 46 43 120 112 97 83 72 64 58 53 49 46 43 Category 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 1 79 71 64 1 58 53 49 1 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 46 43 120 103 97 83 72 64 58 53 49 46 43 CateCgory 130 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 70 64 58 53 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 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 120 95 95 82 72 64 58 53 49 46 43 Category D 130 88 88 80 71 64 58 53 49 46 43 140 82 82 78 70 63 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 170 68 1 68 68 65 60 56 53 49 46 43 Notes—see page 20 Starling Madison Lofquist,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 5A-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 psf 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 72 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43 Category B 130 83 83 83 1 72 64 1 58 53 49 1 46 43 140 77 77 77 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 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 1 83 72 1 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 1 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 C 140 66 66 66 66 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 55 55 55 55 55 55 1 53 49 46 1 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 130 65 65 65 65 64 58 53 49 46 43 D 140 61 61 61 61 61 58 53 49 46 43 150 57 57 57 1 57 57 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46 43 170 50 50 50 1 50 50 50 50 49 46 1 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 psf psf psf psf 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 72 64 58 53 49 46 43 120 73 73 73 72 64 58 53 49 46 43 Category B 130 1 68 68 68 68 64 58 53 49 1 46 43 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 1 59 59 1 58 53 49 46 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 1 46 43 105 71 71 71 71 64 58 53 49 46 43 110 68 68 68 1 68 64 58 53 49 46 43 120 62 62 62 62 62 1 58 53 49 46 43 Category 130 58 58 58 58 58 58 53 1 49 46 43 C 140 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 1 47 47 47 47 47 46 43 170 44 44 44 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 43 120 57 57 57 57 57 57 53 49 46 43 Category D 130 53 53 53 53 53 53 53 49 46 43 140 49 49 49 49 49 49 49 49 46 43 150 46 46 46 46 46 46 46 46 46 43 160 43 43 43 43 43 43 43 43 43 43 170 41 41 41 41 41 41 41 41 41 41 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -7- IronRidge 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 280 to 450-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 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 1 75 67 61 56 52 1 49 46 120 101 94 82 74 67 61 56 52 49 46 Category B 130 96 91 80 72 66 61 56 52 49 46 140 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 1 61 57 54 51 1 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 C 130 1 85 84 75 68 1 63 59 56 52 49 46 140 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 1 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 46 120 85 83 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 58 54 52 49 46 D 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 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- IronRidge December 18, 2014 Mr. David F. Taggart Page 9 of 20 IronRidge XR100 Rail, Roof Flush Mounting System— Structural Analysis 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 psf psf psf 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 B 140 88 88 78 70 65 1 60 56 52 1 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 1 61 56 52 1 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 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 1 64 64 1 64 61 57 54 51 1 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 D 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 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 1 46 44 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -9- IronRidge December 18, 2014 Mr. David F. Taggart Page 10 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 9A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-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 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 1 84 75 67 1 61 56 1 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 1 69 64 59 56 52 49 46 160 78 78 74 67 62 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 C 130 81 81 75 68 63 59 56 52 49 46 140 76 76 72 66 62 58 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 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 130 75 75 72 1 66 61 58 54 52 49 46 D 140 70 70 70 64 60 1 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 1 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 50 60 70 80 90 sf psf psf psf psf psf psf 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 1 82 76 1 68 61 56 1 52 49 1 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 1 49 46 160 85 85 82 76 68 61 56 52 49 46 170 80 80 80 1 76 68 1 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 1 88 88 1 82 76 1 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 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 Category 130 81 81 81 76 68 61 56 52 49 46 D 140 75 75 75 1 75 68 61 56 52 49 46 150 70 70 70 70 68 61 56 52 49 46 160 66 66 66 66 66 61 56 52 49 46 170 1 62 1 62 62 62 62 61 56 52 49 1 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 2B-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 psf 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 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 1 61 56 52 49 46 150 67 67 67 67 67 61 56 52 49 1 46 160 63 63 63 63 63 61 56 52 49 46 170 59 59 59 59 59 59 56 1 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 46 140 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 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 CateDgory 130 60 60 60 60 60 60 56 52 49 46 140 56 56 56 56 56 56 56 52 49 46 150 52 52 52 52 52 52 52 52 49 46 160 49 49 49 49 49 49 49 49 49 46 170 1 46 1 46 46 46 1 46 46 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 0°to 6°-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 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 46 120 67 67 67 67 67 61 56 52 49 46 Category B 130 62 62 62 62 62 61 56 52 49 46 140 58 58 58 58 58 58 56 52 1 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 1 48 48 48 48 48 48 48 48 48 1 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 Category C 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 43 43 43 43 43 43 43 170 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 Category D 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 42 42 42 42 42 160 39 39 39 39 39 39 39 39 39 39 170 37 37 37 37 37 1 37 37 37 1 37 37 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -13- IronRidge December 18, 2014 Mr. David F. Taggart Page 14 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 4B-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 psf psf 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 Category 120 105 91 77 67 59 54 49 46 43 40 B 130 105 91 77 67 59 54 49 46 1 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 1 74 66 59 1 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 43 40 CateCgory 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 88 76 67 59 54 49 46 43 40 Category 130 82 82 74 66 59 54 49 46 43 40 D 140 77 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 40 160 68 68 68 62 57 53 49 46 4,-L_ 40 170 64 1 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 56-MAXIMUM SPANS(in) -Roof Slope 7°to 27°-Wind Zone 2(78.5" Max Module Legnth) 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 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 54 49 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category B 130 1 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 64 59 54 49 46 43 40 170 60 60 60 60 1 59 54 49 1 46 43 40 100 85 85 77 67 59 54 49 46 1 43 40 105 81 81 77 67 59 54 49 46 1 43 40 110 77 77 77 67 59 54 49 46 43 40 120 71 71 71 67 59 54 49 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 54 54 54 54 54 54 49 46 43 40 170 51 51 1 51 51 51 51 49 1 46 43 1 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 D 140 57 57 57 57 57 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 50 50 50 50 50 50 49 46 43 40 170 1 47 1 47 47 47 47 47 47 46 43 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 B 130 1 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 55 55 55 55 55 54 49 46 43 40 160 52 52 52 52 52 52 49 46 43 40 170 49 49 49 1 49 49 1 49 49 46 1 43 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 58 58 58 58 54 49 46 43 40 Category 130 54 54 54 54 54 54 49 46 43 40 C 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 Category 130 49 49 49 49 49 49 49 46 43 40 D 140 46 46 46 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 38 38 38 38 38 38 38 38 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 Table 7B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-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 psf psf psf psf psf 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 1 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category B 130 89 84 74 67 61 56 52 48 45 43 140 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 59 55 52 48 45 43 160 77 76 68 62 58 54 51 48 45 43 170 73 73 66 61 57 53 1 50 48 1 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 79 78 70 63 59 55 52 1 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 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 Category 130 74 74 67 61 57 53 50 48 45 43 D 140 70 70 65 1 60 56 1 52 49 47 45 1 43 150 66 66 62 58 54 51 48 46 44 42 160 63 63 60 56 53 50 47 45 43 42 170 60 60 58 54 51 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 45°-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 psf psf 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 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 1 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 1 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 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 1 59 59 1 59 57 1 53 50 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 CatDory 130 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 53 50 47 45 43 42 170 1 55 1 55 1 55 54 51 48 46 44 42 1 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -18- IronRidge 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 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 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 B 130 1 88 84 74 1 67 61 56 52 48 45 43 140 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 1 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 130 1 76 76 70 63 59 55 52 48 1 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 53 50 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 Category 130 1 70 70 67 61 57 53 50 48 45 43 D 140 66 66 65 60 56 52 49 47 45 43 150 62 62 62 58 54 51 48 46 44 42 160 58 5858 56 53 50 47 45 43 42 170 55 55 55 54 51 48 46 44 42 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -19- IronRidge December 18,2014 Mr.David F. Taggart Page 20 of 20 IronRidge 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 1A-9A and 78.5 inches for Tables 113-913. 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 1/3 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, �o TR Sl J. ' WARNER , v CIVIL Tres Warner,P.E. No.49432 f Design Division Manager FFSSZONA� exp 4-304 l 1 I 3 3 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -20- MATERIAL FINL;n DW111110111 ARE IN INCHES PROPRIETARY AND CONFIDENTIAL REVISIONS TOLERANCES:ICYTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF "J v� IRONRIOOE INC.ANY REPRODUCTION W PART OR AS A k"OLEMTHOV THEV:Rri'.H REV. DESCRIPTION DATE APPROVED ANGLES: PERMI56IDN Of IRONRIDGE RNC.IS PHONIHrtE0. A INITIAL RELEASE 05/28/2014 SO Module Mounting System End Clamp VARIES XR 100 Rail DETAIL B Module Mounting System SCALE 1 : 4 B Mid Clamp VARIES VARIES i A SLOPE PLAN VIEW DETAIL A SCALE 1 :40 SCALE 1 : 4 LIRAWN SO 05/28/201 CHECKEDENG :-R SM '05/26/201 I RON RI DGE M1:G APPR. — — — ;:._,E1:1 XR100 ROOF MOUNT FLUSH ire— cw�. I+c. EXHIBIT A - page 1 of 3 a A� 1. �:ALEAA WEIGHT PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF IRONRICOE IHC.ANY RECROCUOTION W PART OR AG A WHOLE'NU'HOUT THE VAITTEN PERMISSION OF IRONNOGE INC.IS PRONIRITE11 MODULE MOUNTING SYSTEM END CLAMP D C E DETAIL E FLASHFOOT SCALE 1 : 5 (Or Alternate flashing) VEXISTING ROOF STRUCTURE MODULE MOUNTING SYSTEM � GROUNDING MID CLAMP—,,. ROOFING (BY OTHERS) ROOFING FRAMING (BY OTHERS) DETAIL D SCALE 1 : 5 I DETAIL C SCALE 1 : 4 IRONRIDGE _.. . XR100 ROOF MOUNT FLUSH EXHIBIT A - page 2 of 3 a .-� 7A. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY Of 'RONRIWE INC.A"REPRODUCTION W PART OR AS A WHOLE WITHOOT THE'NRITTE1 PER:IIS.SICN OE VIONR O.E INC.IG PROHIBITEM XR 100 Rail L-FOOT F FLASHFOOT (Or Alternate flashing) I I ROOF FRAMING (BY OTHERS) DETAIL F SCALE 1 : 5 AnsIRONRIDGEI I XR100 ROOF MOUNT FLUSH EXHIBIT A - page 3 of 3 A A' j:.KI_Ir�D'id iivC_> -..;..L=:I.:_. WEIGHT vH[Fi 1-1 .-i Starling Madison Lofquist, Inc. sm— Consulting Stroctural and Forensic Engineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602)438-2505 ROC#291316 www.smleng.com IronRidge December 18, 2014 1495 Zephyr Ave page 1 of 1 I Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge FlashFoot Dear Sir: This letter is a supplement to the standard letter for the IronRidge Roof Flush Mounting System to address the requirements for use with the IronRidge FlashFoot. The IronRidge 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-G)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 1 I lronRidge Flashing Table 1- MAXIMUM SPANS(inches)-Wind Zone 1 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 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 1 30 29 1 27 120 70 1 61 51 1 45 40 1 36 33 1 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 1 49 44 40 1 36 33 30 29 27 100 70 61 51 45 40 36 33 1 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 42 38 35 33 30 29 27 100 70 61 51 45 40 36 33 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 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 43 43 43 40 37 35 33 30 29 27 Notes—see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -2- IronRidge December 18, 2014 Mr.David F. Taggart Page 3 of 11 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 45 40 36 33 30 29 27 120 56 1 56 51 1 45 40 1 36 33 1 30 29 27 Category B 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 27 160 43 43 43 43 40 36 33 30 29 27 170 40 40 40 40 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 30 29 27 Category C 130 44 44 44 44 40 36 33 30 29 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 36 33 30 29 27 170 34 34 34 34 34 34 33 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 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 31 31 31 31 31 31 31 30 1 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 11 IronRidge 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 36 33 30 29 27 120 46 1 46 46 1 45 40 36 33 1 30 29 27 Category B 130 42 42 42 42 40 36 33 30 29 1 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 34 33 30 29 27 170 32 32 32 32 32 32 32 30 29 27 100 46 46 46 45 40 36 33 30 29 1 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 36 33 30 29 27 Category C 130 36 36 36 36 36 36 33 30 29 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 27 27 1 27 27 27 27 27 100 43 43 43 43 40 36 33 30 29 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 30 29 27 Category D 130 33 33 33 33 33 33 33 30 29 27 140 31 31 31 31 31 31 31 30 29 27 150 28 28 28 28 28 28 28 28 28 27 160 27 27 27 27 27 27 27 27 27 27 170 25 25 25 25 25 25 25 25 25 25 Notes—see page l] Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18, 2014 Mr.David F. Taggart Page 5 of 11 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 psf 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 1 91 77 1 67 59 1 54 49 1 46 43 1 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 91 77 67 59 54 49 46 43 40 Category C 130 89 89 76 67 59 54 49 46 43 40 140 83 1 83 74 66 59 54 49 1 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 1 62 57 53 49 46 43 1 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 88 76 67 59 54 49 46 43 40 Category D 130 82 82 74 66 59 54 49 46 43 40 140 77 1 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 40 160 68 68 68 62 57 53 49 46 43 40 170 64 64 64 61 56 52 49 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 54 49 46 43 40 120 84 1 84 77 1 67 59 1 54 49 1 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 64 59 54 49 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 77 67 59 54 49 46 43 40 120 71 71 71 67 59 54 49 46 43 40 Category C 130 66 66 66 66 59 54 49 1 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 51 51 51 51 51 51 49 46 43 40 170 45 45 45 45 1 45 45 45 45 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 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 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 1 38 38 Notes—see page l 1 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- lronRidge 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 74 74 67 59 54 49 46 43 40 120 68 1 68 68 1 67 59 1 54 49 1 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 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 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 1 29 29 29 29 29 29 100 64 64 64 64 59 54 49 46 1 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 50 50 50 50 50 50 49 46 43 40 Category D 130 42 42 42 42 42 42 42 42 42 40 140 37 37 37 37 37 37 37 37 37 37 150 32 32 32 32 32 32 1 32 32 32 32 160 28 28 28 28 28 28 28 28 28 28 170 25 25 25 25 25 25 25 25 25 25 Notes—see page 1] Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- IronRidge December 18, 2014 Mr.David F. Taggart Page 8 of 11 IronRidge Flashing Table 7- MAXIMUM SPANS(inches) -Wind Zone 1 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 100 138 119 101 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 53 120 138 119 101 1 88 77 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 1 70 64 60 56 53 150 120 117 100 88 77 70 64 60 56 53 160 113 113 98 87 77 70 64 60 56 53 170 107 107 97 86 77 70 64 60 56 53 100 138 119 101 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 1 60 56 53 140 110 110 97 1 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 1 85 85 85 82 75 70 64 60 56 53 100 138 119 101 88 77 70 64 1 60 56 53 105 133 119 101 88 77 70 64 60 56 53 110 127 119 101 88 77 70 64 60 56 53 120 117 116 99 88 77 70 64 60 56 53 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 93 93 83 76 70 64 60 56 53 160 81 81 81 81 75 69 64 60 56 53 170 72 72 72 72 72 68 64 60 56 53 Notes—see page 1 l Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- IronRidge December 18, 2014 Mr.David F. Taggart Page 9 of 11 IronRidge 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 70 80 90 psf psf psf psf psf 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 60 56 53 120 110 1 110 101 1 88 77 1 70 64 1 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 60 56 53 170 63 63 63 63 63 63 63 60 56 53 100 112 112 101 88 77 70 64 60 56 53 105 107 107 101 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 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 77 77 70 64 60 56 53 Category D 130 65 65 65 65 65 65 64 1 60 56 53 140 56 56 56 56 56 56 56 56 56 53 150 49 49 49 49 49 49 49 49 49 49 160 43 43 43 43 43 43 43 43 43 1 43 170 38 38 38 38 1 38 38 38 38 1 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 83 1 83 83 1 83 77 1 70 64 1 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 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 59 59 59 59 59 59 59 56 53 Category C 130 50 1 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 1 72 72 72 72 70 64 60 56 53 105 65 65 65 65 65 65 64 60 56 53 110 59 59 59 59 59 59 59 59 56 53 120 50 50 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 28 28 28 28 28 28 28 28 28 170 25 25 25 25 25 25 25 25 25 25 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- IronRidge December 1.8,2014 Mr.David F.Taggart Page 11 of 11 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. 1 E Please feel free to contact me at your convenience if you have any questions. Respectfully yours, ?,ca fs 12/18/14 Tres J. Warner,P.E. a / Design Division Manager h�'�OFCAt.W Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -11- i i I THIS EDGE TOWARDS ROOF RIDGE i 1 i 1 I I i I !I i 3 3 it II II p E I (I ( 12.00) I 11 ;i [ti ! II � I1 it II 1 i �W (3.00 I 1 3 2 i 6 6.00 i 12.00 I 3 I I I i �I I 7 O 4 (3.28) .30) I ; 11 I { I ! (3.71 I I I j i j I I i i 5 i ITEM NO. DESCRIPTION QTY I>R-My+ so 11-19-2013 1 LAG BOLT 5/16"-4 1/2" 18.8 SS 1CHE " SM 2' :NG A.?PR. �A „_162013 Dom,.. IRON RI DGEI 2 5116" EPDM BONDED WASHER 18.8 SS 1 3 SCL-101-3 1 - - KIT, IRONRIDGE FLASH FOOT j 4 IR-GF-FLASHING 1 (L-FOOT INCLUDED) 5 IR-GF-SUPPORT 1 el...E Fd gi 4p. R'Y b BOLT, 3/8-16 X 1"HEX CS SS 1 A RF-FLSH-001 7 NUT, FLANGE HEX 3/8-16 SS 1 CALEE DRAWINC., K —. — _— .....-- _..........a Intertek 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 j Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing 3 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 �.`.Y�'' n ^ '• r �J�� Report Issuing Office: Lake Forest, CA Jam" Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager I ETL CLASSIFIED trsrEo us 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 Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,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 permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification 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 sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for 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 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 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. Address: 1495 Zephyr Ave Address: 1495 Zephyr Ave Hayward, CA 94544 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: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA50&_Z� a-Lr Control Number: 4008377 Authorized by: for Thomas J. Patterson, Certification Manager j ETL CLASSIFIED US trart:o 1 I Intertek 11 - _ ......... ........ ,., 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 Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,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 permit copying or distribution of this Authorization to Mark and then only in Its entirety.Use of Intertek's Certification 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 sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for 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 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 AUTHORIZATION TO MARK __ _ ...... .... ........ .............................................. .................................. ....... ............. --__................ .....-__ This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s)j 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. II This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be i applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: Precision Die&Stamping, Inc. Address: 1495 Zephyr Ave Address: 1704 W. 10th Street Hayward, CA 94544 Tempe,AZ 85281 Country: USA Country: USA Contact: Yann Schwarz Contact: Andy Frola 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, CA GOA Control Number: 4008083 Authorized by: for Thomas J. Patterson, Certification Manager t� ETL CLASSIFIED Us us�o 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 Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,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 permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification 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 sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for 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 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 8431 Murphy Drive Intertek Middleton,WI 53562 USA LLL Telephone: 608.836.4400 Facsimile: 608.831.9279 www,intertek.com rp est Verification of C'4onformit In the basis of the tests undertaken,the samp e(s)of the below product have been'found to comply with the requirements of the referenced specifications at the time the tests:were carried outs ..e a Applicant Name&Address: IronRidge,i`r�c. 1495;Zephyi'1tiue. Hayward,CA 94544 ry• �u USA Product Description: XR Rails with integrated Grounding. Ratings&Principle Fire Class Resistance Rating: Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1,2 and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, 2 and 3,,listed photovoltaic modules. Tested with 6'.1,5"gap(distance between the bottom the module frame and'the roof covering,per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required.. Models: 51-61GD-005,51-61GD-00513,51-,5000-003 and 51,-65-001 Brand Name: _ JronRidge,Roof Mount Relevant Standards: UL 2703'(Section-15,2 and'1:5.3)Standard for Safety°Mounting Systems,Mounting Devices, Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels;°First Edition dated lan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014; (Section 31.2)5#andartf#or Safety for Flat Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services.NA,inc: � 8431 Murphy Drive Middietdri'Wl 53562 Date of Tests: 08/27/20i�4to 03/17/2015 Test Report Number(s) 101769343M1D-001x1,101769343MID-001a,i01915578MID-001&101999492MID-001ar1-cr1. This verification is part of the full test reports}and should be read in conjunction with them.This report does not automatically imply product certification. Completed by: Chad Naggs Reviewed by: Gregory Allen Title: Technician_U,.Fire Resistance Title: `, Engiheering Team Lead,fire Resistance L., Signature: 1 Signature: ' tl Date: - 03/30/2015. Date: 03)�b/2015 eA This Verification is for the exclusive use of tntertek's client and is provided pursuant to the agreement between lntertek and its Client.intertek's responsibility and liability are limited to the terms and conditions of the agreement.lntertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the tntertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by lntertek. The observations crud test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material,product,or service is or has ever been under an lntertek certification program. GFT-OP-11a(24-MAR-2014) uunroucm a IAL THIS DRAWING AND ANY DATA DESCRIPTION,AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXMIMVE PROPERTY OF AMERICAN CAPITAL ENERGY INC.AND SHALL NOT BE PUBIWED,REPRODUCED.COPIED,DISCLOSED.OR USED, N WHOLE OR IN PART.FOR ANY PURPOSE WTTHOUT THE E7WRESS WRITTEN PERMWON OF A DULY AUTHOR®REPRESENTATIVE OF ACE RESIDENTIAL SOLAR LLC. SYSTEM SIZE 11 .34 KW DC ENERGY 10,526 kWh PRODUCTION 1 2 3 4 MODULES (QTY. 36) 315W PANELS 5 6 7 8 INVERTERS (QTY1 )STRING INVERTER 9 10 11 12 13 14 15 21'-3' i 16 17 18 19 20 21 22 ut 23 24 25 26 27 28 29 y 30 31 32 33 34 35 36 SOLAREDGE P320 POWER OPTIMIZER SOLAREDGE SE1000OA—US • 320W INPUT POWER • 13,50OW MAX INPUT POWER 48V MAX INPUT VOLTAGE • 500V MAX INPUT VOLTAGE 13.75A MAX INPUT CURRENT 38'-8" UT CURRENT • 42A MAX CONT NUOUS OUTPUT 15A MAX OUTPUT CURRENT CURRENT 60V MAX OUTPUT VOLTAGE 10,000W AC POWER OUTPUT 8-25 OPTIMIZERS PER STRING • 12-25 YEAR WARRANTY 25 YEAR WARRANTY REAR ROOFS- DIMENIONS TO BE FIELD VERIFIED % r � n w ` LOCATION OF UTILITY ROOM WITH MAIN PANELBOARD T LOCATION OF UTILITY METER AND AC DISCONNE�C r 5 . 38 O PV ARRAY + 227' AZIMUTH r p 31' SLOPE - W - LG NEON2 (LG315N 1 C—G4) �- Pmax (W) Vmp (V) Imp (A) Voc (V) Isc (A) 4 .. 315 33.20 9.50 40.60 10.02 ACE DRAWN BY APPROVED BY DESCRIPTION DWG#: ACE Residential Solar LLC STONECIPHER RESIDENCE-555 FOREST ST. 342 North Main St.,1st Floor KJF 555 FOREST sr — 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 r! Phone800-223-1462d/9n/�r>1a ALL RIGHTS RESERVED RFV 1 n uunr1YCIV,•NL THIS DRAWING AND ANY DATA,DESCRIPnDN.AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPExn OF AMERICAN CAPITAL ENERGY INC.AND SHALL NOT BE PUBLISHED.REPROD1=.COPED,DMLOSED.OR USED, IN WNOLE OR IN PARI,FOR ANY PURPOSE WITH=THE EXPRESS WRITTEN PERMISSION OF A DULY AUDWRIZED REPRESUffATIVE OF ACE RMIDEN TAIL SOLAR.LLC. 555 FOREST ST. • 10.0 KW AC • 11.34 KW DC • QTY(36) 315W PANELS SOLAREDGE LG NEON2 315W SOLAREDGE LG NEON2 315W SOLAREDGE LG NEON2 315W • 1 X 1OKW STRING INVERTER P320 -G4) P320 OPTIMIZER 315N1C-G4 OPTIMIZER 315N1C-G4 OPTIMIZER 315N1C-G4 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #1 #13 #25 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #2 #14 #26 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #3 #15 #27 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #4 #16 #28 NEW PV PRODUCTION DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER METER #5 #17 #29 NEW UTILITY NET METER O DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER (EXISTING UTILITY REVENUE METER SOCKET) SOLAREDGE 10 KW - INVERTER #ST-1 E 350 VDC INPUT 240V 1 PHASE OUTPUT #6 #18 #30 LTDt DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER NEW SDA Ac UTILITY �� #7 #19 #31 DISCONNECT SWITCH (LOCATED ADJACENT DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER TO DETERUTILITY � #8 #20 #32 GROUNDED DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER CONDUCTORS #9 #21 y #33 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #10 #22 #34 DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER #11 #23 #35 w Wim DC OPTIMIZER DC OPTIMIZER DC OPTIMIZER ieBEtiA 1d�E #12 #24 #36 LINE SIDE CONNECTION a� JUNCTION � e, SY�t$YMIG BOX4�A 3s:*iyS;.;t�` 2 s• - nra 41 1dNL•e -1dBFL•q ,. i� ,r., HOUSE PANEL BOARD - (200A. 24OV) 3• ••: zoos TOIaeD�.a EXISTING • '• LOADS Iea1•II ::;-�;; ',+fir;. -- - , aux. ... NOTE: INSTALLING ELECTRICIAN IS RESPONSIBLE FOR COMPLETING INSTALLATION ACCORDING TO ALL APPLICABLE BUILDING AND ELECTRICAL CODES. ACE ACE Residential Solar, LLC DRAWN BY APPROVED BY DESCRIPTION STONECIPHER RESIDENCE- 555 FOREST ST. nwc#: � KJF 555 FOREST ST. - NORTH ANDOVER, MA - PV ARRAY 342 North Main St.,1st Floor 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 Alen/TR ALL RIGHTS RESERVED RFV 1(1 {.wmr1wcm 11NL THIS DRAWNO AND ANY DATA,OESCRIPRON.AND OCHER WORYATM CONTANED HEREN ARE CONSIDERED AS PROPRIETARY AND THE EX L SNE PROPERTY OF AMERMN1 CAPITAL ENERGY NC.AND 9 ALL NOT BE PUBLSHED,REPRODUCED,COPIED.DISCLOSED.OR USED.N WHOLE OR N PART.FOR ANY PURPOSE WTIHOUT THE EXPRESS WRfM PERYSSION OF A DULY AUTHORMED REPRESENTATNE OF ACE RESIDEMNL SOLAR.LLC. IRONRIDGE / MID CLAMP CIRONRIDGE CLAMPING XRS RAIL RANGES END CLAMP 2 \ 5 4. o MODULE 4-20 X 2" SS 315W FRAME /HEX CAP BOLT 2997 MODULE MOUNTING RAIL 50 CLAMP 9. ° END CLAMP INSTALLATION DETAIL D ETAI L (NOT TO SCALE) (NOT TO SCALE) 315W 2997 MODULE FLASHING s. o .50 RAFTERS 315W SS 2997 MODULE FLANGE ONUT 1/4-20 X 2" SS HEX CAP BOLT MODULE ��''/' RAIL FRAME . --`'� MID CLAMP .-•�" L—FOOT 4. 0 TYPICAL MODULE INSTALLATION DETAIL FLASHING (DIMENSIONS IN INCHES) MID CLAMP 'mow DETAIL �/ ~ NOT TO SCALE) : L—FOOT AND FLASHING INSTALLATION DETAIL NOT TO SCALE) ACE ACE Residential Solar, LLC DRAWN BY APPROVED BY DESCRIPTION STONECIPHER RESIDENCE-555 FOREST ST. 342 North Main St.,1st Floor Dwc#: _ KJF 555 FOREST ST. — NORTH ANDOVER, MA - PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-3 fiERESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. RACKING DIAGRAM Phone800-223-1462d/'2A/1A ALL RIGHTS RESERVED RFV 1 0 4VIYr1YC1911AL THIS DRAWING AND ANY DATA.DM=PnON,AND OTHER NFORMA71ON CONTAINED HEREIN ARE CONSIDERED AS PROPPoEfARY AND THE EXCLUSIVE PROPERTY OF AYEAIDMI CAPRAL ENERGY NC.AND SHALL NOT BE PUBLISHED,REPRODUCED.OOPED.DISCLOSED.OR USED, N WHOLE OR N PART,FOR ANY PURPOSE WITHOUT THE EXPRESS WWREN PERMIMM OF A DULY AUTHOWED REDREW fATK OF ACE RFMDM#L SOUR,LLC. 2'-8„ ,-4„ 1 '-4" II ' II I IFI F 11I II I 1 1 I I r5iII F-MII 1 1 II I i 21 '_3" 1 I1] Fil-il FililI I III I I STRUCTURAL ONLY 14 of A0 ,GER Fill] I 1 I I 1 I / TVI o.4 4� SS/OIMAL. I I 111 Fli.1FI Fill FililFill] MAY 03 2016 E n s I n e e R S U1977-008.161 447 1 I I I I I I Z EXISTING (2x8, 16" O.C.) RAFTER7FLASHING AND STRUCTURAL SCREW S (SEE DETAILS BELOW) WITH (2X4, 32" O.C.) COLLAR TIES RACKING DETAIL NUT AND BOLT FLASHING I��II DIMENSIONS AND LOCATIONS TO BE L—FOOT 3,28" FIELD VERIFIED BOLT FLASHING SEALANT MAX ALLOWABLE SPANS BILL OF MATERIALS 3.71 LAG 8 11' RAILS PORTRAIT N/A I I I 1 I I II ! BOLT 24 14' RAILS PORTRAIT N/A I CANTILEVER EXISTING 0 17 RAILS LANDSCAPE 6'-7" LAG BOLT I I I ( ! I ( I I I ( I RAFTER 90 FLASHING LANDSCAPE 2'-8" EXISTING RAFTER VIII CANTILEVER FLASHING DETAIL LAG BOLT DETAIL ACE DRAWN BY APPROVED er DESCRIPTION DWG#: ACE Residential Solar LLC STONECIl'HER RESIDENCE- 555 FOREST ST. 342 North Main St.,1st Floor KJF 555 FOREST ST. — NORTH ANDOVER, MA — PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-4 T —- RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. STRUCTURAL LAYOUT Phone800-223-1462d/9(1/ir, ALL RIGHTS RESERVED RF.V 1(1