Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit # 6/27/2016
BUILDING PERMIT TOWN OF NORTH .ANDOVER Permit NO Date Received � APPLICATION FOR PLAN EXAMINATION 4$ n 4 9 S �F4U Date Issued: A L!/ WeORTANT: Applicant must com lcte all items on this page I�OA1 INtv t / rlht IROPERTY 01NNE A, NO �: FAR L ON41M DI�TI ICS" Il tori Dr tric# yep no a "4 Ma l han ; hc�p Village, ; yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building C_] One family [_] Addition ❑ Two or more family [::i Industrial Alteration No. of units: Ci Commercial CI Repair, replacement Ej Assessory Bldg ❑ Others: ❑ Demolition 1-1 Other I' epttc i.) UVII1 Flodplatri I VUtlnds 1 "Wtprhed Citnet 4 vOO,, l; � s A e ka: .(r � ckk uV^'s Identification Please'Type or Print Clearly) OWNER: Name: >eCf u'v\, z N"(G)Lt,K U", Phone: Address: " w ,.. 77, Phor, : M . 00r s, t y 77 7777� q ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ r � FEE: $ � ) C., Check No.: k Receipt No.: NOTE: Persons contractfn with unreg°stered contractors do not have access to the guarant d 01 1g ,6 Ore b 00ntr� 00 m FORTH Town of Andover O .. =PftC ver, Mass, ® LANE COCNICNE-1c. � U BOARD OF HEALTH Food/Kitchen PER LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR j %* has permission to erect Foundation .... buildings on .. ...:.. . Rough to be occupied as .. .. ..... . .. . ..s4v...Y".. 45..............'.®. .. ....... . ....... Chimney provided that the person accepting this per t 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 MONTHSPERMIT EXPIRES IN 6 ELECTRICAL INSPECTOR AV NLESS CONST Rough Service ..F:NA ....... ... Final a1BUILDIN ECT R GAS INSPECTOR ccupancy Permit Required t® Occupy Buildin Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathingr Dry Wall T® Be Done FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. *EC Ju4Id��Q 14�11Nk14,"' WI� II�!�I) liv@II�A�II@l�l'M1lt �I�V Project Number: U1977-0007-161 April 26,2016 American Capital Energy,Inc. 360 Merrimack St.,Building 9,Entrance K,Suite 202 Lawrence,MA 01843 ATTENTION: Eric McLean REFERENCE: Young Residence:29 South Broadway,North Andover,MA 01843 Solar Panel Installation To Whom It May Concern: 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:2x6 rafters a 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 11 structures: 123 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 clue to the low profile of the lush- 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 til F GER LJlJJTPar Roger T.Alworth,S.E. p Principal G � NAL APR 26 2016 RTA/j sp 9138 S. 13t to St., Suite '101 1 Sandy, 1..,1..1,. 84 0 70 /'1" (801) 990-17 75 l t 801) 4390-1`I 61 d, ww vc"CU"a ap�t.Q,��utu IronRidge December 18, 2014 Mr. David F. Taggart Page 6 of 20 1ronRidge 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) XR30O Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 ps 70 80 90 sf sf 60 sf sf sf sf sf sf sf 100 106 97 83 72 64 58 153 49 46 43 105 102 97 83 72 64 58 49 46 43 110 97 97 83 72 64 58 49 46 43 120 90 90 83 72 64 5$ 49 46 43 Category 130 83 83 83 72 64 58 49 46 43 B140 77 77 77 72 64 58 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 1 64 64 1 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 $3 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 5555 55 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 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 57 57 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46 43 170 50 50 50 50 50 50 50 49 46 43 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -6- December 18, 2014 lronRidge Page 7 of 20 Mr. David F. Taggart lronRidge 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 Lengthy XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 s# Rsf sf psf sf sf sf sf 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 130 68 68 68 68 64 58 53 49 46 43 B 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 59 59 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—F 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 43 120 62 62 62 62 62 58 53 49 46 43 Category 130 58 58 58 58 58 58 53 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 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 130 53 S3 53 53 53 53 53 49 46 43 D 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- December 18, 2014 IronRidge page 8 of 20 Mr. David F.Taggart IronRidge XR100 Rail, Roof Flush Mounting System- Structural Analysis Table 7A-MAXIMUM SPANS(in)-Roof Slope 28°to 450-Wind Zone 1(67.5" Max Module Length) X6100 Wind Ground Snow Load Rail Speed 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf sf sf sf sf sf sf sf sf 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 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 55 49 46 52 49 46 160 83 82 74 67 62 58 55 52 170 79 79 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 1 . 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 46 110 90 87 77 70 65 60 56 52 49 120 85 83 75 68 63 59 652 4g 46 Category o 130 80 $0 72 66 61 58 54 140 75 75 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 160 68 68 A 1S 60 62 58 55 52 50 48 4g 44 170 64 64 Notes-see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers _g _ December 18,2014 1ronRidge Page 9 of 20 Mr. David F. Taggart ironRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 8A-MAXIMUM SPANS(in)-Roof Slope 28'to 450-Wind Zone 2 (67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 sf 10 20 30 40 50 60 70 $0 90 sf sf sf psf Psf psf sf sf sf 100 107 98 84 75 67 61 56 L 52 1 49 46 105 107 98 84 75 67 1 61 56 1 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 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 Category130 81 $1 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 59 155 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 60 56 52 49 48 110 87 87 77 70 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 D 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 51 AQ 160 62 62 62 59 58 60 57 55 52 50 48 46 44 170 59 59 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -9- lronRidge 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) XR1OO Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 ---60-1 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 1 56 52 49 46 120 101 94 82 74 67 61 1 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 (3 140 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 66 61 57 54 1 51 49 46 100 101 94 82 74 67 61 56 1 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 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 1 66 61 *562 49 46 105 91 89 79 71 65 612 49 46 110 87 87 77 70 65 602 49 46 120 81 81 75 68 63 592 49 46 Category 130 75 75 72 66 61 582 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 1 59 59 59 58 1 55 52 50 48 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 XRI 00 Rail,Roof Flusb Mounting System—Structural Analysis Table 1B-MAXIMUM SPANS(in) -Roof Slope 00 to 6°-Wind Zone 1(78.5" Max Module Length) XR1U0 I Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 R IDSf sf sf sf sf sf sf sf 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 130 88 88 82 76 68 61 56 52 49 46 C 140 82 82 82 76 68 61 56 52 49 46 150 76 76 76 76 68 61 1 56 52 49 46 160 71 71 71 71 68 61 56 52 49 46 170 67 67 67 67 6761 56 52 49 46 104 106 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 66 61 56 52 49 46 Category 130 81 81 81 76 68 61 56 52 49 46 D 140 75 75 75 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 62 62 62 62 62 61 1 56 0/- Notes 2Notes—see page 20 Engineers Starling Madison Lofquist, Inc. Consulting Structural.and Forensic -11- ironRidge December 1 S,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 ---rf 20 30 40 50 60 70 80 90 sf sf sf sf sf sf ssf sf 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 Al 56 52 49 46 150 67 67 67 67 67 61 56 52 49 46 160 63 63 1 63 1 63 1 63 61 56 52 49 46 170 59 59 59 59 59 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 1 66 66 66 6666 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 1 52 1 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 Category 130 60 60 60 60 60 60 56 52 49 46 D 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 46 46 46 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 $0 90 sf sf sf sf 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 1 56 52 49 46 120 67 67 67 67 67 61 56 52 49 46 Category 130 62 62 62 62 62 61 56 52 49 46 B 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 4848 48 48 48 48 46 100 68 68 68 66 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 1 130 52 52 52 52 52 52 52 52 49 46 C 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 1 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 55 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 130 48 48 48 48 48 48 48 48 48 46 D 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 37 37 37 37 37 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -13- December 18,2014 IronRidge Page 14 of 20 Mr. David F.Taggart IronRidge XRI 00 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) XR2OO Wind Ground Snow Load Rail Speed 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf sf sf s Rsf I psf sf psf sf sf 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 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 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 13Q 89 89 76 67 59 54 49 46 43 40 C 140 83 83 74 66 59 54 49 46 43 40 59 54 4 46 43 40 150 78 78 73 65 58 54 49 46 43 40 160 73 73 71 64 46 4 170 69 69 69 62 57 53 9 46 43 40 100 105 91 77 67 59 54 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 1 59 1 54 49 46 43 40 120 89 88 76 67 54 59 54 49 46 43 40 Category 130 82 82 74 66 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 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- December 18,2014 lronRidge page 15 of 20 Mr. David F. Taggart IronRidge XRI 00 Rail,Roof Flush Mounting System-- Structural Analysis Table 5B-MAXIMUM SPANS(in) -Roof Slope 7°to 27°-Wind Zone 2(78.5°Max Module Legnth) XR100 Wind Ground Snow Load Rail Speed 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf sf psf psf psf sf sf sf sf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 1 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 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 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 49 46 43 40 105 81 81 77 67 59 110 77 77 77 67 59 54 46 43 40 49 46 43 40 120 71 71 71 67 59 554 49 4 49 46 43 40 Category 130 66 66 66 66 59 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 51 49 46 43 40 170 51 51 51 51 51 100 78 78 77 67 59 54 49 46 43 40 105 75 75 75 6I 59 54 49 46 43 40 '110 71 71 71 6 49 46 43 40 120 66 66 66 66 59 54 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 Al An 160 50 50 50 50 50 47 49 46 46 43 40 170 47 47 47 47 47 Notes—see page 20 Consuldng Structural and Forensic Engineers Starling Madison Lofquist,Inc. -15- IronRidge December 18,2014 Mr. David F. Taggart Page 16 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 6g-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 sf sf sf sf sf sf Psi` sf 100 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 164 43 40 110 74 74 74 67 59 54 49 43 40 120 68 68 68 67 59 54 49 43 40 Category 130 63 63 63 63 59 54 49 43 40 B 140 59 59 59 59 59 54 49 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 49 1 49 49 1 49 46 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 6363 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 40 140 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 1 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 40 140 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 1 40 1 40 40 40 40 40 170 38 38 38 38 1 38 3838 38 38 38 Notes—see page 20 Starling Madison Lo£quist, 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(7'8.5" 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 sf sf sf sf sf sf -1 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 1 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 45 43 160 77 76 68 62 58 54 51 48 45 43 170 73 73 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 �-89 91 86 75 68 62 56 52 48 45 43 110 84 74 67 61 56 52 48 45 43 120 84 81 72 65 60 56 52 48 45 43 Category 130 79 78 70 63 59 55 52 48 45 43 C 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 I 48 45 44 42 100 69 85 74 1 67 61 56 152 48 45 43 105 67 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 43 140 70 70 65 60 56 52 49 47 45 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 1 60 58 54 51 48 46 44 42 41 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -17- December 18, 2014 IronRidge Page 18 of 20 Mr. David F. Taggart 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 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf sf sf sf sf sf sf sf sf sf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 fit 56 52 48 45 43 110 98 90 78 70 62 5fi 52 48 45 43 120 93 87 76 68 62 56 52 48 45 d3 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 Al 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 9186 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 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 53 50 48 45 44 42 100 89 85 74 67 61 5O04 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 70 70 67 61 57 53 50 48 45 43 140 66 66 65 60 56 52 49 47 45 43 150 62 62 fit 58 54 51 48 46 44 42 160 58 58 58 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 - 18- lronRidge 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 Rsf psf Psf Psf sf sf 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 11 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 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 130 76 76 70 63 59 55 ff 45 43 C140 71 71 67 62 57 54 45 43 150 67 67 65 60 56 52 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59---59---- 57 53 50 L- 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 q70 72 65 60 56 52 48 45 43 120 75 69 63 59 55 52 48 45 43 Category 130 70 67 61 57 53 50 48 45 43 Q 140 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 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 lA-9A and 78.5 inches for Tables 1B-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 multip}icd 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, 4 F WARNER n CIVIL Tres Warner, P.E. Na.49432 Design Division Manager FSStoIdALG�� Y�Pll s i ' starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -20- 7 Flr4U m3r�fqS �.EP PROPRIETARY A.MD COMENTIAL REVISIONS — h-, HEINT�MVADN—WNM IN*IIS DR411ING IS THE!UL!!PRCF�T :"0 IREV.1 DESCRIPTION DATE APPROVED A [NITIAL RELEASE 05128/2014 SO Module Mounting System End Clamp VARIES XR 100 Rail DETAIL DETAIL B Module Mounting System SCALE 1 : 4 1 B Mid Clamp I F VARIES T- VARIES A 1P F SLOPE Ir Tj DETAIL A PLAN VIEW SCALE 1 : 4 SCALE 1:40 SO W2812014 c,jEck Ec SM 05128/2014 Adftt,, 1RONRIDGE XR100 ROOF MOUNT FLUSH EXHIBIT A - page 1 of 3 c .;,, ---7- ---------____�____�_�___ PROP�RIETAR^Y AND CONFIOENTIAL TilEMF+ ppMA"I^�N C4tIihM:01N IN TIE S.Xe:tJVCWYUP iIN[NIINO.tE iNl:CNV NEP30�L'R%1111H PNaT GN.i'.111MOLF.VRIHOJTTNE:NRRTC`I %P.,4SSI:-N OF RGNAIDGC(.,f I'1POI115% MODULE MOUNTING SYSTEM END CLAMP f I {i I D E DETAIL E SCALE 1 : 5 FLASHFOOT (Or Alternate flashing) EXISTING ROOF STRUCTURE i i 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 A� IRONRIDGE XR 100 ROOF MOUNT FLUSH 2 of 3 '_.._.. . EXHIBIT A - page __.__...._ —__ ;: � A PROPRIETARY AND CONFIDENTIAL .W11.m1,mmc,>rM�m1vv1. Tll-�:p:11YY mme rt XR 100 Rail F L-FOOT FLASHFOOT (Or Alternate flashing) it ROOF FRAMING (BY OTHERS) DETAIL F SCALE 1 5 IRONRIDGE i XR 100 ROOF MOUNT FLUSH ' A EXHIBIT A page 3 of 3 j s i Starling Madison Lof uist, Inc. Craresjtlting 51ruc:tiira1 ditd Forensic Eagiovcrs 5224 South 39" Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602) 438-2505 R©C#291316 www.smieng.com IronRidge December 18, 2014 1495 Zephyr Ave page I of l 1 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 5116"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 11 IronRidge Flashing Table 1- MAXIMUM SPANS(inches)-Wind Zone 1 XR10 Rail Wind Ground Snow load Flash Foot Speed Exposure Vh10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 61 51 45 40 36 33 30 29 27 61 51 45 40 36 33 30 2927 61 51 45 40 36 33 30 29 27 61 51 45 40 36 33 30 29 27 Category B 61 51 45 40 36 33 30 29 27 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 1 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 42 38 35 33 30 29 27 100 70 1 61 51 45 40 36 33 30 29 27 10568 61 51 45 40 36 33 30 29 27 110 k65 61 51 45 40 36 33 30 2927 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 1 37 1 35 33 30 29 27 Notes—see page I 1 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 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 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 30 29 27 120 56 1 56 51 45 40 36 33 30 29 1 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 1 36 33 30 29 27 160 43 43 43 43 40 36 33 30 29 27 170 40 1 40 40 40 40 36 33 1 30 29 1 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 1 36 33 30 29 27 120 48 48 48 45 40 36 33 30 29 27 Category C 130 44 1 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 1 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 1 33 33 33 30 29 27 170 1 31 31 1 31 3131 31 1 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 1 I lronRidge Flashing Table 3- MAXIMUM SPANS (inches)-Wind Zone 3 XR10 Rail Wind Ground Snow Load Flash Foot Speed Exposure mph 0 10 20 1 - 30 40--751f 60 70 80 90 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 46 46 45 40 36 33 30 29 27 Category B 130 42 42V4242 40 36 33 30 29 27 140 39 39 39 36 33 30 29 27 150 37 37 37 36 33 30 29 27 160 34 34 34 34 33 30 29 27 170 32 32 32 32 32 30 29 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 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 27 27 27 27 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�25 27 27 27 27 27 27 27 27 170 25 25 25 25 25 25 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 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 91 77 67 59 54 1 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 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 1 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 D 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 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 L ofquist, 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 0 10 20 30 40 50 60 70 80 90 Exposure mph 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 59 54 110 91 91 77 67 49 46 43 40 120 84 $4 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 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 QO 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 Q6 43 40 160 51 51 51 51 51 51 49 46 43 40 170 45 45 45 45 45 45 45 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 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 40 14056 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 1 43 40 170 38 38 38 38 1 38 38 38 38 38 1 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 FlashFoat 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 68 68 67 59 54 49 46 43 1 40 Category B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 1 59 54 49 46 43 40 150 53 53 5353 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 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 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 150L25 32 32 32 32 32 32 32 32 32 160 28 28 28 28 28 28 28 28 28 170 25 25 25 25 25 25 25 25 25 Notes-see page l t Starling Madison Ufquist, Inc. Consulting Structural and Forensic Engineers -7- 1ronRidge 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 88 77 70 64 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 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 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 1 96 93 84 76 70 64 60 56 53 170 85 85 85 82 75 70 64 60 56 53 100 138 119 101 88 77 70 64 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 1 116 99 88 77 70 64 60 56 53 Category D 130 109 109 97 86 77 1 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 1 81 81 81 81 75 69 64 60 56 53 170 72 72 72 72 72 68 64 60 56 1 53 Notes—see page 11 Starling Madison.Lofquist,Inc. Consulting Structural and Forensic Engineers -8 - IronRidge December 18, 2014 Mr.David F. Taggart Page 9 of l 1 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 =06�O 70 80 90 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 53 120 110 110 101 88 77 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 I64 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 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 43 170 38 1 38 1 38 38 1 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 Flashl'oot 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 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 47 47 47 47 47 Al 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—T 53 110 70 70 70 70 70 70 64 60 56*53 120 59 59 59 59 59 59 59 59 56Category C 130 50 50 50 50 50 50 50 50 50 140 43 43 43 43 43 43 43 43 43 43 150 36 38 38 38 38 38 38 38 38 38 160 33 33 33 33 33 33 33 33 33 33 170 29 1 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 6565 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 26 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 18, 2014 Mr.David F.Taggart Page I I of 11 IronRidge Flashing Notes—Tabulated values are based on the following criteria: I. Building mean roof height=30 ft 2, Risk Category=I 3. Roof S lope=7 to 27 degrees 4. Solar panel long dimension=78,5 in S. Minimum specific gravity of wood raver=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. Respectfully yours, l �• 12/18/14 c4a �s C 711 73 Tres J.Warner,P.E. wti j Design Division Manager C1vt1, ,�,�R i FC i� E I i Starting Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -11- THIS EDGE TOWARDS ROOF RIDGE q li I ( 12.00) I. II f 6 - - {3.00} 2 6 6.00 12.00 , , 3 ,I 7 O 4 (3.28) .30} T { (3.71 ) I 5 ITEM NO. DESCRIPTION QTY =�,,•, se ,II-;��13 1 LAG BOLT 5/16"-4 1/2" 1$,8 SS E. 2 5/16" EPDM BONDED WASHER 18.8 SS 1 "lo-an'3 "� ' 3 SCL-101-3 1 -.__ 4 IR-GF-FLASHING 1 �. z KIT, IRONRIDGE FLASH FOOT 5 IR-GF-SUPPORT 1 (L-FOOT INCLUDED) 6 BOLT, 3/8-16 X 1"HEX CS SS 1 _ RF-FLSH-001 cctio- _______...._..__...._._...__._...__.___._.___...__ .....__.... 7 NUT, FLANGE HEX 3/8-16 SS 1 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: 1435 Baechtel Road Hayward, CA 94544 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 a-1-fT Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager ETL CLASSIFIED Ta Us trarsu 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.Inte tek's responsibility and liability are limited to the temta and conditions of the agreement.Intertek assumes no liability to any party,otter than to the Ctlent in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Autharization 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 orservice 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 produclion 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: 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: IronRidge, Inc. 1495 Zephyr Ave 1495 Zephyr Ave Address: 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: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA co&;z- 4-t D- Control Number: 4008377 Authorized by: for Thomas J. Patterson,Certification Manager 8TL CLASSIFIED i Us nano Intertek —This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intartek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and Ilebility are umlted to the terms and conditions of the agreement.Intartek assumes no Ilabilty,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 Intartek's Certification mark Is restricted to the conditions laid out In the agreement and in[his Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested malarial,product orservice must first be approved in witing by Intertek.initial Factory Assessments and Follow up Services ere for the purpose of assuring appropriate usage of the Certification mark In accordance Win 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: IronRid a Roof Mount Models: XR Rails 1 ffirn 0 M- h AUTHORIZATIONTO 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 tntertek 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 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 t+�- Control Number: 4008083 Authorized by: for Thomas J. Patterson, Certification Manager ETL CLASSIFIED us �rs,eo tntertek --This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorizallon to Mark Is for the exclusive use of Intertek's client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertak's responsibility and liability are Ilmttetl to the terms and conditions of the agreement.Intertek assumes no liabit'ity 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 condhiaas laid out In the agreement and in this Authorization to Mark.Any further use of the Intertek name for the Bale or advertisement of the tested material,product or service mus[ first be approved In railing by tntertek.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 UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Standard(s): 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.WI 53562 USA Interte Telephone: 608.836.4400 Facsimile: 608.831,9279 www.intertek.com est ifi - yrrw Put e1SY> 13I1 T}f1s _ i'kStiG - f -� xx15kI_ he AMA- te it WN - _ tea#s 2'-'.1 iEF _ rdit#3tf�1 $r - — - - �-' dig it --. -- _. _-- - T — - _ - - - - - �ut�- Tei€es cit 3aEa r� r1- # � fete Tunure- - — — - � � � — - - _— - Tfds Verification is for tite exclusive use of fntertek's;:treat and is provided pursuant to the agreement between Inrertek and its Client.Intertek,s responsibility and liability are limited to the terms and conditions of the agreement,ftitertek ay5umes no liability to any party,other than to the client in accordance with the agreement,for any los<.exgettse 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 Intertek name or one of its nror d o for lite sale or advertisement of the tested ntnterial,productor service must f rst be approved in writing by Intertek. The observations and test/inspection resifts adud,ar servlre 1s or has ever been referenced in this Verification are relevant only to the sample tested/inspected. This Verifiratinn by itself does not Imply that the material,pr under an intertek certification program. GPT-OP-11a(24-MAR-2014) The Commomvealth of°Massach►rsetts Deparhnent of Industrial Accidents Office of Investigadons U9 600 Washington Street Boston,MA 031.11 wwo tmass gov/dia Workers' Compensation Insurance Affidavit.-Builders/Contractors/Electricians/Plumbers Ancant Lrformation D—gse hja Le i�lv NaMe(Business/Organization/individual): Address:`-S"- (1+k M& Ci /S#ate/Zi ; Ut J a�v(gi D Phone#: o Are you an employer?Chea the appropriate box: Type of project(required): 1.® I am a employer with 1 4• ❑ I am a general contractor and X employees(full and/or part time).* have hired the sub-contractors d• ❑New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity, employees and have workers' g 9. Building addition (No workers'comp,insurance comp.insurance.# ® required.) 5. Q We are a corporation and its 10.[]Electrical repairs or additions 3.❑1 am a homeowner doing all work officers.have exercised their 11.0 PIumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. (No workers' 13.0 Oilier P V Sa la r comp.insurance required,] +fitly apgticattI that checks box#1 must also fill out the section below showing their workers'compensation policy infbratotion. fi IiomeowuetS who submlt this affidavit indicating they are doing all work and then Lire outside contractors must submita nety affidavit indicating sucb. #Contractors that check this box utast attocbed an additional sheet showing the name of the sub-contractors and state whether or not those entities have etgptoyees. Iftbe riah-contractors have employeas,they must provide their workers'camp.policy mttnber. ,tam an employer that is providing wontws'compensation inmrance for niy mpleyees Below is tha policy and job site f�fornratlon. Insurance Company Name:_ I RA u 1,t_%AS ry,b err N i 7-Y 1�o of '404£R t c A Policy#or Self-ins.Lic.##: G, Hy 6 Joe 1/,3V3 S/I tp Expiration Date: 7 , Joh Site Address; Li--Q si _City/State/zip: o� w y5 Attach a 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$1,500.00 and/or one-year imprisonment,as well as civil penalties in the forth of a STOP WORK'.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ceriMp under lite pains and penalties of perjury that the iuforrnallon provided above is trae and correct. I tui : e,- Do 1/416 6 ho c) a ttjj?dal rise orrfsa Bo not►urate in this area,to be completed by city or tonvi official City or Town: Permit/License# Lssui g Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector G.Other Contact Person: Phone#: AeCERTIFICATE OF LIABILITY INSURANCE DATE(MM)OD,YYYY) 03/08/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pol)cy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WNTANAME Krista McMahan MICHAUD, ROWE AND RUSCAK INSURANCE ASSOCIATES, INC. PHON . (978)888-6829 E-MA14 FAx�' ADD ESS: P.O.BOX 188 kmcmahon mrrinsurance.com INSURERS AFFORDING COVERAGE NAIC S NORTH ANDOVER MA 01845 INSURER : TRAVELERS INDEMNITY CO OF AMERICA IiE 25666 INSURED ACE RESIDENTIAL SOLAR LLC INSURER BINSURER C: 342 NORTH MAIN ST INSURER D:INSURER E: ANDOVER MA 04810 INSURER F.COVERAGES CERTIFICATE NUMBER: 3573$ 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 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 OFINSURANCE W DI P UCYN MBER P�CYEPF MPS pYEXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE r_1 OCCURDAMAGE TO e NFccurrancel $ NIA MED EXP Any oneperson) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY F-1 jERC°T- F-1LOG OTHER: PRODUCTS-COMPIOP AGG $AUTOMOBILE LIABILITY $ O INED G! I $ Ea E'da ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per person) S AUTOS AUTOS N/A BODILY INJURY(Per acoldenl) $ HIREDAUTOS NON-OWNED AUTOS PP OPPEERd DAMAGE $ UMBRELLA UAB $ OCCUR EACH OCCURRENCE $ IXCESSI.JAB CLAIMS-MADE NIA AGGREGATE $ DED I I RETENTION WORKERS COMPENSATION $ ANOEMPLOYERS'LIABIUTY YIN X STATUTE !RTH_ A OFF CEOR/MEMaEEAXRClU0E0)ECUTNE NIA NIA WA E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) 6HUB9F43435116 01120/2016 01120/2017 -- Ifyes,tleeaiba under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarke Schedule,may be attechad if more apace is required) 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 Massachusetts If the Insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force 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/iwd/workers-compensatiorOnvestigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sunnova Energy Corporati6n ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 56229 AUTHORIZED REPRESENTATIVE Houston TX 77256-6229 Dantel M.Cr ey,CPCU,Vice President—Residual Market—WCRIBMA ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD NORTH ANDOVER,MA 01845-0000 Fold,Then Detach Along All Perforations :- OMMONWETH OF M H[-SEAT qw �1t311� .RINO 'q--'-------ISSUES THE FOLLOWING Lid ENE 'As A 1 -1 OF C1VlL,EN4INERR': A1C ERIC T MCLEAN w: t30>f10000000000Q00030 JAY RD: ;. NORTl�tO�fEC ,MA Q1845�Qp00 ' IJ s t1>A/80t2018 25186 e a Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Cor Registration i Registration: 182429 Type: ' LLC Expiration: 6/19/2017 Tr# 267589 ACE RESIDENTIAL SOLAR LLC ERIC MCLEAN 342 NORTH MAIN ST L ANDOVER, MA 01810. ��•1�t ;v a" Update Address and return card.Mark reason for change. ❑ Address [:] Renewal n Employment Lost Card SCA 1 0 20M•05111 (92.Wowty nwea`�°lc�aQadwe(A License or registration valid for individu[use only Office of Consumer Affairs&Business Regulation g y OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: ,} '$2429 Type: Office of Consumer Affairs and Business Regulation xpiration::.6�a: k-' LLC 10 Park Plaza-Suite 5170 Boston ,MA 02116 ACE RESIDENTIALSWA.,[\��XcR----"-64 :'W- ERICM 342 NORTHRTH MAIN ANDOVER,MA 01810 t= "" `� Undersecretary Not valid without signature I