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Building Permit #1185-2016 - 28 SOUTH BRADFORD STREET 5/12/2016
11 BUILDING PERMIT 0 �`� °T 6"ao TOWN OF NORTH ANDOVER to APPLICATION FOR PLAN EXAMINATION Permit NO: I pol Date Received sq Date Issued: �1� �9sC►+us��c`a I ORTANT Applicant must complete all items on this page lis 4 � ,� LC)GA�"lON Y: �.� O 1 �.yi.,.,�{]f,D,�+: ., "`R���},_.+, _.,. Pte.; raw yy.:r�'T' f gie .b ^ pc V f,ER,""' yW I fl'wi �i '' Afsc$'3 3vd S9� {` '4�^ ':- 'k ^ WIF bs"`� '} - -=- L,:�a..+•i.§ . .� �;�., ,-..... a-g`'° JVt �'t' �.s tr#.p+ ° - � +� .r•�ii M I TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential i ❑ New Building ❑ One family j ❑ Addition ❑Two or more family ❑ Industrial A Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg El Others:11Demolition ❑ Other I l Se tic `Well; l=aodfah �1elri� t � Ya s:. �#, � U t 'st ed tide- riot �� : "Mil" `fir ' S;' �,f• 50(a- oav'R(S +v ao r roses I' n 1 S�4 rv. i 6�MA4.k('o.1 5[-�r �� � (A•�t�.ttn�h�, 1,--, !,-e..�e-� �7.�. �v�t�S >�i�n� r . �-( �i c�t,• w� its iw 1�i,. �v hw v\ C'6* mp5 Identification Please Type or Print Clearly) OWNER: Name: Eye( .(K 0Ll•KILN, Phone: Address: aq 5 rJ C'ON TRACT R N � :`� s - �K r _$ ax ux a x � a« •� �r rf �� as`a Address�b s 0-1 IR, .,e - P+,,,t '4LA �"'Y R��i x2 R �'� �ri"='a '3 t b.' HBe Visor `Cnstci�n �.i�t�s� �cp � 3Xw - >16' e-ftrovement Lie _ Lap b t Qa . _ 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: $ /ID-'b FEE: $ 1�� VV i Check No.: �'� Receipt No.: a NOTE: Persons contractin with unregistered contractors do not have access to the guaran aced IgC1itIre og ntWn^ r1Ut'e fS01fit � .. �v �' — - -- F— Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL t. 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 k COMMENTS i r: Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes ' 4 V ;Tanning Board Decision: Comments Conservation Decision: Comments Wafter& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street AR_MEN!T �-TeD ye� FIRE DEPS p mp � ster on sites n,o `Cot d att1�24 Mainl�Sreet, Fire De� �, r part�rnenf si.gnatur�e/dates __ _ _ i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine I NOTES and DATA— (For department use) ii ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 i ,t` 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 i 4 Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit 4. Photo Copy of H.I.C. And C.S.L. Licenses 4, 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 'M New Construction (Single and Two Family) Building Permit Application 4 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 Doe:Building Permit Revised 2014 NORTFI Townoflw : _ LAndover O `�+ P1���2106' o h ver, Mass, SQA cocN,c"aw,cK �'► 7� ORATED Jh aV' �y s V BOARD OF HEALTH Food/Kitchen PER LD Septic System THIS CERTIFIES THAT.................... .. . .. .... . .� ..... ............... ................. .......... BUILDING INSPECTOR has permission to erect .... buildings on !dot 54? � foundation p ........ .... g ..... . ..... Rough to be occupied as .12,5.... . .. .. .... ... 6........... � ..... 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 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST FN Rough -Service 4. OBUILD6QVECT R� Final 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. txORTly Town of �2 : Andover : 2ob No. a � I12 soh ver, Mass, "I 641Mc• �1 1,95 RgTEO ►`P���S U BOARD OF HEALTH Food/Kitchen PER L D Septic System THIS CERTIFIES THAT .. ..., ,�IIN„ BUILDING INSPECTOR Foundation has permission to erect ........N ., buildings on . . :01 ... ...... P... . ..... Roughh .. • ......to be occupied as ... . Chimney provided that the person accepting this pernflt shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIROIN:6MONTHS ELECTRICAL INSPECTOR UNLESS CONSTN Rough Service .... OB ...... ... Final } DIN ECT R GAS INSPECTOR Occupancy Permit Reguired 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. i �F�CTOR E n G i n E E R s 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 @ 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: 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 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 tM of AGGER T .AL IVI .4 p Roger T.Alworth,S.E. G� Principal SbNAt_ � RTA/jsp APR 26 2016 9138 S. State St., Suite 101 1 Sandy, UT 84070 I T(801)990-1775 I F (801) 990-1776 i www.vectorse.com IronRidge December 18,2014 Mr. David F. Taggart Page b of 20 lronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table SA-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(67.5" Max Module Length) XR3.00 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 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 130 83 83 83 72 64 58 1 53 49 46 43 B 140 77 �7'3 77 72 64 58 53 49 46 43 150 73 73 72 64 58 53 49 46 43 160 68 1 68 68 68 1 64 58 T 53 49 46 43 170 64 64 64 64 64 1 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 Category 130 71 71 71 71 64 58 53 49 46 43 C 140 66 rl 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 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 j 53 49 46 43 120 70 70 70 70 64 58 *5349 46 43 Category 130 65 65 65 65 64 5849 46 43 140 61 61 61 61 61 5849 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 j 50 50 50 50 1 50 49 46 43 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18,2014 Mr. David F. Taggart Page 7 of 20 IronRidge XRI00 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 sf sf sf sf sf 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf 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 66 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 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 1 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 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 53 53 53 53 53 53 49 46 43 D 140 49 49 49 49 49 49 49 49 4643 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 Al 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, hoof Flush Mounting System—Structural Analysis Table 7A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-wind Zone 1 (67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed 10 20 30 1 40 50 60 70 80 90 Exposure mph 0 psf sf sf sf sf sf sf sf sf sf 100 107 9884 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 96 91 80 72 66 61 56 52 49 46 B140 91 88 78 70 65 60 56 52 49 46 5 52 49 150 87 85 76 69 64 9 56 58 55 52 49 46 160 83 82 74 67 62 170 79 79 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 95 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 Category 130 85 84 75 68 63 59 56 52 49 46 C 140 81 80 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 1 45 100 96 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 11090 87 77 70 65 60 56 52 49 46 5 83 75 68 63 59 55 52 49 46 120 8 Category 130 80 80 72 66 61 58 54 52 4 4 9 6 D 140 75 75 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 54 51 101 !j 47 45 160 68 68 65 60 57 62 58 55 52 50 48 46 44 170 64 64 Notes-see page 20 Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. -8 - December 18,2014 lronRidge Page 9 of 20 Mr. David F. Taggart 1ronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Tante 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 Q psf 10 20 30 40 50 60 70 80 90 sf sf sf PSf sf sf 0 Dsfsf 100 107 98 84 75 67 61 56 52 T 49 L4" 105 107 9$ 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 65 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 17074 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 C 140 76 76 72 66 62 58 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 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 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 1 50 I48 46 44 Notes—see page 20 Consulting Structural and Forensic Engineers Starling Madison I,o£yuist,Inc. -9- ironRidge December 18, 2014 Mr.David F. Taggart Page 10 of 20 lronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 9A- MAXIMUM SPANS(in)-Roof Slope 280 to 45'-Wind Zone 3(67.S°Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 1 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 1 107 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 1 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 1 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 1 60 56 52 49 46 Category 130 81 81 1 75 1 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 6767 67 63 59 55 52 50 48 46 170 64 1 64 64 61 57 54 1 51 49 47 45 100 95 1 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 1 60 56 52 49 46 120 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 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 1 58 55 52 1 50 48 1 46 44 Notes-see page 20 Starling Madison Ufquist,Inc. Consulting Structural and Forensic Engineers -10- December 18,2014 IronRidge 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 I Wind I Ground Snow Load Rail Speed 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph sf sf sf sf psf psf Osf Psf 100 114 97 82 76 68 61 56 52 49 46 105 114 97 82 76 68 61 56 52 49 46 110 114 97 82 76 68 61 56 52 49 46 120 114 97 82 76 68 61 56 52 49 46 Category 130 105 97 82 76 68 61 56 52 49 46 B140 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 4fi 110 105 97 82 76 68 61 56 52 49 46 120 96 96 82 76 68 61 56 52 49 46 CategoryE14 gg gg 82 76 68 61 55 52 49C 82 82 82 768 61 56 52 49 46 76 76 76 76 68 61 56 52 49 46 71 71 71 71 68 61 56 52 49 46 170 1 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 66 Al 5fi 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 56 52 49 46 Notes—see page 20 Consulting Structural and Forensic Engineers Starling Madison Lofcluiat,Inc. -11- I 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 sf sf sf sf sf sf pr 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 1 61 56 52 49 46 Category 130 78 78 78 76 68 61 56 52 49 46 B 140 72 72 72 72 68 61 56 52 49 46 150 67 67 67 67 67 61 56 52 49 46 160 63 63 63 63 63 61 56 52 49 46 170 1 59 59 59 59 59 59 56 52 49 46 100 85 85 82 76 68 61 56 52 49 46 105 81 81 1 81 76 68 61 55 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 Category130 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 1 50 1 50 I 50 I 50 50 50 49 46 100 78 78 78 76 1 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 46 1 46 46 46 46 46 46 46 46 46 Notes—see page 20 Consulting Bison Lof uist Inc. g Structural and Forensic Engineers Starling Ma q , -12- I IronRidge December 18,2014 Mr. David F. Taggart Page 13 of 20 IronRidge XR100 Rail, Roof Flush Mounting System-Structural Analysis Table 313-MAXIMUM SPANS(in)-Roof Slope 00 to 60-Wind Zone 3(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 EAQ 90 sf sf sf sf pr sf sf sf 100 81 81 81 76 68 61 56 52 46 105 77 77 77 1 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 130 62 62 62 62 62 61 56 52 49 46 6140 58 58 58 58 58 58 56 52 49 46 150 54 54 54 54 54 54 54 52 49 46 160 50 50 50 50 50 50 50 50 49 46 170 48 48 48 48 48 48 48 48 48 46 100 68 68 1 68 1 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 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 40 40 40 40 40 40 40 40 100 63 63 63 63 63 1 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 130 48 48 48 1 48 48 48 48 48 48 4 D 140 45 45 45 45 45 45 45 45 45 455 150 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 glveers -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 270-Wind Zone 1(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed 10 20 J' 30 40 50 60 70 80 90 Exposure mph 0 psf sf sf sf sf sf sf sf s# 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 46 Category 7 59 54 49 43 g ry 130 105 91 77 6 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 11 54 49 46 43 40 a 120 96 91 77 67 59 54 49 46 43 0 Category 130 89 89 76 67 59 54 49 46 43 40 C 140 83 83 74 66 59 54 49 46 43 40 150 78 78 73 65 59 54 49 46 43 40 160 73 73 71 64 58 54 49 46 43 40 170 69 69 69 62 57 53 49 46 43 40 100 105 91 77 61 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 65 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 4fi 43 40 Notes—see page 20 Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. -14- IronRidge December 18, 2014 Mr. David F. Taggart Page 15 of 20 IronRidge XRl 00 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 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf $ f sf 0 0 sf sf sf sf sf 100 99 91 77 67 59 54 49 46 43 40 105 i 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 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 64 159 54 49 46 43 40 170 60 60 60 60 59 54 49 46 43 40 iQ0 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 130 66 66 66 66 59 54 49 46 43 40 C 140 61 fit 61 61 59 54 49 46 43 40 150 57 57 57 57 57 54 49 46 43 40 160 54 54 54 54 54 54 49 46 43 40 170 51 51 51 51 51 51 49 46 43 40 100 78 78 1 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 Q 140 57 57 57 57 57 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 5050 50 50 50 50 49 46 43 40 170 47 47 47 47 47 47 47 46 43 40 Notes—see page 20 Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. -15- IronRidge December 18, 2014 Mr. David F. Taggart Page 16 of 20 IronRidge XR1.00 Rail,Roof Flush Mounting System—Structural Analysis Table 6B-MAXIMUM SPANS(in)-Roof Slope 70 to 27°-Wind tone 3(78.S"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf DO sf psf Psf psf Psf 100 81 81 77 67 59 54 49 46 43 40 105 78 7B 77 67 59 54 49 46 43 40 110 74 74 74 67 59 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category 130 63 63 63 63 59 54 49 46 43 40 B 140 59 59 59 59 59 54 49 46 43 40 150 55 55 55 55 55 54 49 46 43 40 160 52 52 52 52 52 52 49 46 43 40 170 49 49 49 49 49 1 49 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 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 40 140 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 1 40 100 64 64 64 64 59 54 49 46 43 40 105 61 61 61 61 1 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 14Q 46 46 46 46 46 46 46 46 43 40 150 43 43 43 43 43 43 43 43 43 40 160 4040 40 40 1 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 esf 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 89 84 74 67 61 56 52 48 45 43 I3 140 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 1 59 55 52 1 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 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 1 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_A 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--j- 61 56 52 48 45 43 110 84 81 72 65 60 561 52 48 45 43 120 79 78 69 63 59 55 52 i 48 45 43 Category 130 74 74 67 61 57 53 50 R47 8 45 43 D 140 70 70 65 60 56 52 49 45 43 150 66 66 62 58 54 51 486 44 42 160 63 63 60 56 53 50 47 5 43 42 170 60 60 758-1 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 450•Wind Zone 2(78.5" Max Module Length) XRIOO Wind Ground Snow Load Rail Speed 10 20 3Q 40 50 60 70 $Q 90 Exposure mph 0 psf sf psf s psf sf psf sf sf sf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 88 84 74 67 61 56 52 48 45 43 B 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 55 52 48 45 43 160 73 73 68 62 58 54 51 48 45 43 170 69 69 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 6$ 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 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 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 58 58 56 53 50 47 45 43 42 170 1 55 55 1 55 54 51 48 46 44 42 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 XRl00 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 DSf Psf Vsf psf DO 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 1 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 2 48 45 43 C 5 5 �+ 3 59 5 9 7 6 130 76 76 0 i 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 1 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 4 47 45 43 140 66 66 65 P60 56 52 9150 62 62 62 54 51 48 46 44 42 160. 58 58 58 53 50 47 45 43 42170 55 55 55 51 48 46 44 42 41 Notes—see page 20 I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -19- IronRidge December 18,2014 Mr.David F. Taggart Page 20 of 20 em—Structural Anal sisItonRidge XR100 Rail,Roof Flush Mounting S st 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 multiplied by 1.08 for continuous rails of 3 or more spans. fated hardware are installed he connections and assoc , the rails including Our analysts assumes thatg t 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 Iron.Ridge web site, 1ronRidge.eom. 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 Lofgoist. The adequacy of the supposing roof framing is to be determined by others. ions. 'f u have an nest x o eat our convenienceY g e to contact mY Please feelfree Y Respectfully yours, t o Til S J. G WARNER CIVIL -„ Tres Warner,P.E. No.49432 Design Division Manager 9�c�psi��°mow FssroNAt ext 4404 t j i Consulting Structural and Forensic Engineers Starling Madison Lafquist,Inc. -20- T II -- ---TW6-F�111ARY k'40 CONFIVEIIIIA1 REMSk-)NS 75 1, N !£ 0.t.dM 14 IM Nr.W-e PROM,'t DESCRIPTION DATE APPROVED INITIAL RELEASE 05128/20 14 30 Module Mounting System End Clamp VARIES —XR 100 Rail DETAIL B Module Mounting System SCALE 1 : 4 Mid ClamDETAIL VARIES VARIES JA, SLOPE LU LTY I I I I I I I I I I I DETAIL A PLAN VIEW SCALE 1 : 4 SCALE 1:40 so (ISMA14 SM05/28/2014 AML IRONRIDGE. XR100 ROOF MOUNT FLUSH I EXHIBIT A -----------page I of 3 S�, PROPRIETARY-ANDCONFIDENTIAL TIMMPRH+'kA1 E45Tf+MEPINTI634;9a:yR+G+SiL::v:4E>kPl"-YY O-P�_�MN ` IN[kFiPlE Ay'LIY hEo2G'J_TrnIM PWA A_+`,WW' EMNVi TTbi WUU4 IER!9iG:b CF NPhiJtl4E lb:.il'I.?CEIfFI MODULE MOUNTING SYSTEM END CLAMP i D E DETAIL E SCALE 1 : 5 FLASHFOOT I (Or Alternate flashing) VEXISTING ROOF STRUCTURE i MODULE MOUNTING SYSTEM GROUNDING MID CLAMP I i ROOFING # (BY OTHERS) i ROOFING FRAMING DETAIL D (BY OTHERS) SCALE 1 : 5 DETAIL C SCALE 1 : 4 ZdAikIRONRIDGE, i _...._ XR 100 ROOF MOUNT FLUSH EXHIBIT A - page 2 of 3Al--- P 9 PROPRIETARY AND CONFIDENTIAL r.E n�:MaancS n�+-naeo in- as¢uPus KTI,%s06,xorem°cr "FCNC AnYn5 f V.14Ci315 kPiBi ?C�:'h-A:..E'.:1:9n1i 11=r�Rii1FA !F:i6.554^M!�R3K'?:J�§J1L.u?I!iJfl&?F.s. ! i 1 XR 100 Rail I F L-FOOT i i FLASHFOOT (Or Alternate flashing) I 1 i i I ROOF FRAMING (BY OTHERS) i F IRONRIDGE SCALE CALF 1 1 : 5 XR100 ROOF MOUNT FLUSH 3 �A I EXHIBIT A page ,.: � ::: . .., Starling Madison Lofquist, Inc. (..'on5ty0ing StructLical dfrd Fur4�. nsic Frigineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602)438-2505 ROC#291316 www.smleng.com lronRidge December 18, 2014 1495 Zephyr Ave page I of 11 Hayward, CA 94544 Attn: Mr.David F. Taggart,Vice President Products Subject: TronRidge FlashFoot Dear Sir: - This letter is a supplement to the standard letter for the lronRidge Roof Flush Mounting System to address the requirements for use with the lronRidge 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 42 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 I / 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 i 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 mph psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 70 61 51 45 40 36 33 30 29 27 105 70 61 51 45 40 36 33 30 29 27 110 70 61 51 45 40 36 33 30 29 27 120 70 61 51 45 40 36 33 30 29 27 Category B 130 70 61 51 45 40 36 33 30 29 27 140 66 fit 51 45 40 36 33 30 29 27 150 62 1 60 51 45 40 36 33 30 29 27 160 58 58 50 45 40 36 33 30 29 27 170 55 55 49 44 40 36 33 30 29 27 100 70 61 51 45 40 36 33 30 29 27 105 70 61 51 45 40 36 33 30 29 27 110 70 61 51 45 40 36 33 30 29 27 120 65 61 51 45 40 36 33 30 29 27 Category C 130 60 59 51 45 40 36 33 30 29 27 140 56 56 49 44 40 36 33 30 29 27 150 53 53 48 43 39 36 33 3029 27 160 49 49 47 43 39 36 33 30 29 27 170 46 46 46 42 1 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 1 40 1 36 33 30 29 27 120 60 59 50 45 40 36]033303UO 29 27 Category D 130 56 56 49 44 40 36 29 27 140 52 52 48 43 39 36 29 27 150 48 48 47 42 39 3fi 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 XRIO Rail Wind Flash Foot Speed Ground Snow Load Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 67 61 51 45 40 36 33 30 29 27 105 64 61 51 45 40 36 33 30 29 27 110 61 61 51 1 45 40 36 33 30 29 27 120 56 56 51 45 40 1 36 33 30 29 27 Category B 130 52 52 51 45 40 35 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 1 43 43 1 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 1 36 36 36 36 36 33 30 29 27 170 34 1 34 34 34 34 34 33 1 30 29 27 100 53 53 51 45 40 1 36 33 30 29 27 105 50 50 50 45 40 1 36 33 30 29 27 110 48 48 48 45 40 36 33 30 29 1 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 1 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 29 27 Notes—see page 11 I I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- ironRidge December 18,2014 Mr.David F. Taggart Page 4 of 11 lronRidge Flashing Table 3-MAXIMUM SPANS(inches) -Wind Zone 3 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 55 55 51 45 40 36 33 30 29 27 105 52 1 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 35 33 30 29 27 Category 8 130 42 42 42 42 40 36 33 30 29 27 140 39 39 39 39 39 136 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 27 105 44 44 44 44 40 3633 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 3Q 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 1 27 27 j 27 27 27 27 27 27 100 43 431 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 1 33 33 33 30 29 27 140 31 31 1 31 31 31 31 31 30 29 27 150 28 28 28 28 28 28 28 1 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 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- 1ronRidge December 18,2014 Mr.David F. Taggart Page 5 of 11 lronRidge Flashing Table 4- MAXIMUM SPANS(inches)-Wind Zone 1 XR100 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 5C 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 46 143 40 120 105 91 77 67 59 54 49 46 43 40 Category B 130 105 91 77 67 59 54 49 46 43 40 140 98 91 77 67 59 54 49 46 43 40 150 91 89 76 67 59 54 49 46 43 40 160 86 86 75 67 59 54 49 46 43 40 170 81 81 74 66 59 54 49 46 43 40 100 105 91 1 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 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 0 130 82 82 74 66 59 1 54 149 46 43 40 140 77 77 72 65 59 1 54 49 46 43 40 150 72 72 70 63 58 54 49 4fi 43 40 160 68 68 68 62 57 1 53 111149 46 43 40 170 64 64 64 A 56 52 1 49 46 43 40 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRid a December 1$, 2014 g Page 6 of 11 Mr.David F. Taggart lronRidge Flashing Table 5-MAXIMUM SPANS(inches)-Wind Zone 2 XR100 Rail Wind Ground Snow Load F1ashFoot 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 1 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 Al 40 Category 8 130 78 78 77 67 59 54 1 49 I 46 43 40 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 54 49 46 43 4Q 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 46 43 40 140 61 61 61 51 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 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 40 140 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 1 40 170 38 38 38 38 38 38 38 38 38 38 Notes—see page 1 1 Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. -6- IronRidge December 18, 2014 Page7 of 11 F. Mr.David F Taggart lronRidge 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 1 67 59 54 49 46 43 40 110 74 7474 67 59 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 53 �47 53 53 53 53 49 46 43 40 160 47 47 47 47 47 47 46 1 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 1 54 49 46 43 1 40 Category C 130 50 50 50 50 50 50 49 46 43 40 140 43 43 43 43 1 43 43 43 43 43 40 150 38 38 38 38 1 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 4TJ 40 Category D 130 42 42 42 42 42 42 42 42 42 1 40 140 37 37 37 37 37 37 37 37 37 37 150 32 32 32 3232 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 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 7080 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 1 119 101 1 88 77 1 70 1 64 60 56 53 120 138 1 119 101 88 77 1 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 1 60 56 53 160 113 113 98 1 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 1 53 110 137 119 101 88 77 70 64 60 56 1 53 120 127 1 119 101 88 77 70 64 60 56 53 Category C 130 118 116 99 88 77 70 64 60 56 53 140 110 110 97 87 77 70 64 60 56 53 150 103 103 95 85 77 70 64 60 56 53 160 96 96 93 84 76 70 64 60 56 53 170 85 1 85 85 82 75 1 70 64 1 60 56 53 100 138 119 101 88 77 70 64 60 56 53 105 133 119 101 1 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 1 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 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8 lronRidge December 18,2014 Mr.David F. Taggart Page 9 of 11 lronRidge Flashing Table 8- MAXIMUM SPANS(inches)-Wind Zone 2 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 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 53 120 110 110 101 88 77 70 64 60 56 53 Category B 130 102 1 102 101 88 1 77 70 1 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 10701 88 77 6 4 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 11 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 !77 77 70 64 60 56 53 110 91 91 91 77 70 64 60 56 53 120 77 77 77 77 70 64 60 56 53 Category D 130 65 65 65 65 65 64 60 56 53 140 56 56 56 56 56 56 55 56 56 53 150 49 49 49 49 49 49 49 49 49 49 L16Q 43 43 43 43 43 43 43 43 43 43 170 38 38 38 38 38 38 38 38 38 38 Notes—see page 1] Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers _g_ IronRidge December 18,2014 Mr.David F. Taggart Page 10 of 11 IronRidge Flashing Table 9-MAXIMUM SPANS(inches)-Wind Zone 3 XR1000 Rail VVind 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 98-1 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 P0 53 53 53 53 53 53 53 53 53 53 156-0 47 47 47 47 4747 47 477 170 41 41 41 41 41 41 41 41 41 41 100 85 85 85 85 77 70 1 64 60 56 53 105 77 77 77 77 77 1 70 64 60 56 53 110 70 1 70 70 70 70 70 64 60 56 53 120 59 59 59 59 59 59 59 59 56 53 Category C 130 50 50 50 50 50 50 50 50 50 50 140 43 43 43 43 43 43 43 43 43 43 150 38 38 38 38 38 38 38 38 38 38 160 33 33 33 33 33 33 33 33 33 33 170 29 29 29 29 29 29 29 29 29 29 100 72 7272 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 1 25 1 25 1-25-T 25 1 25 25 25 25 25 ' Notes-see page ]] Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -10- IronRidge December 1.8,2014 Mr.David F.Taggart Page I l of I I IronRidge Flashing Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2, Risk.Category=1. 3. Roof S lope=7 to 27 degrees 4, Solar panel long dimension=78.5 in 5. Minimum specific gravity of wood ratter=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,c,om. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, �• 12118/14 C x'1073rn Tres J.Warner,P.E. *r I Design Division .Manager Ofi CA1.iF���a`� i I i Starting Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -11- -- ..................- ---...........__..._. _.._..._..---....................... -- I THIS EDGE TOWARDS ROOF RIDGE k It I I 12.00 I 11 ( ) 3' I f�If 1 - (3.00} 2 I 6 I 6.00 ( 12.00) 3 7 ` 7�F (3.28) .30} i (3.71 ) I I 5 ITEM NO. DESCRIPTION QTY ",,'ii So i II-��m13 1 LAG BOLT 5/16"-4 1/2" 18.8 SS 1 =.ZK SM I1-26.2013 2 5/16" EPDM BONDED WASHER 18.8 SS 1 "": �A 1-16?Al3 IRGNRIDGE 3 SCL-101-3 _Y._.....f____.� . 4 IR-GF-FLASHING 1 '° -_ - KIT, IRONRIDGE FLASH FOOT 5 IR-GF-SUPPORT 1 (L-FOOT INCLUDED) n 4077 NUT, FLANGE HEX 3/8-16 SS - JA \i'S'�.It,I�,,.�...� hFN.:i,;. .. . SH-001 6 BOLT, 3/8-16 X 1 HEX CS 5S 1 J` y .._..... ._..--_- RF-FL..._r.__�_.__........._�..._._.._ 1 ,.'R ,_ _- I AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. 1 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: wayward, CA 94544 Address: Willits, CA 95490 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager ..... _ ............. - �_._,.............,,......... ............. ___... ETL CLASSIFIED i y W tratE0 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 Ilablltty to any parry,other than to the Cllent 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 pern-A copying or distribution of this Authorization to Marx and than only In Its antlrely.Use of Intertak's Cert"icatlon marc 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 CertUkalbn 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: IronRid a Roof Mount Models: XR Rails AUTHORIZATION TO MARK ...._............--- ... ..._..............I................._. -- — — 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@ironddge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA "za, ,z` . Control Number: 4008377 Authorized by: for Thomas J. Patterson, Certification Manager --...........__......_-.- __......... _._...----......_.._..._.. ETL CLASSIFIED T� tJS r-rarrc _...........___---- Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertak's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertak's responsibility and liability are limited to the terms and conditions of the agreement.Intertak 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 Authorisation to Mark and then only In Its entirely.Use of Intertek's Ceniificetlon 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: IronRid a Roof Mount Models: XR Rails • AUTHORIZATION TO MARK .......................... ---._ .. -- __._.. { This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: Precision Die&Stamping, Inc. 1495 Zephyr Ave 1704 W. 10th Street Address: Hayward, CA 94544 Address: Tempe,AZ 85281 Country: USA Country: USA Contact: Yann Schwarz Contact: Andy Frola Phone: (800)227-9523 Phone: (480)967-2038 FAX: (707)459-1833 FAX: (480)829-0838 m Email: yschwarz@irpnridge.com Email: andy@precisiondie.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA aur Control Number: 4008083 Authorized by: for Thomas J. Patterson,Certification Manager ETL CtASSIRED us Intertek --- -- _........................- ............_........ .. . This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mads is for the exclusive use of Interleife Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and Gabifity are limiby ille to the terms,and conditions of the agreement.Intertek assumes no liability to any party,other than to the client in accordance with ft agreement,for any loss,expense or damage occasloned by the use of this Authorization to Mads.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Inter[ek'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 UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Fiat-Plate Standardr 4 10 (s : ) Photovoltaic Modules and Panels, Issue Number: 1, Octobe ,20 Photo 0 Product: XR Rails with Integrated Grounding. Brand Name: IronRid a Roof Mount Models: XR Rails 8431 Murphy Drive Middleton.WI 53562 USA Intertek Telephone: 608.636.4400 Facsimile: 608.831.9279 www.intertek.com Test 'Verification f for it - _ . ---- ZY ag �rli. r � _ PiYf8fh � 8lfll - _ +': dam �_ ��yrxi _ _as ow -�— — ` — { ._ �_ _ l`5i �'Jil r..ter .: � € �t iyp qq W. P ;Stt � YT#-1hE tM1S "S[ ClR33iL ; �a �8 peRrNOW ilk" -- sKIG Win - ,�Vlltli3ECE5,' ilk€ 7t -5 y r $1 3fi1}11t7�t+' OC... Tl#t i��l 3y v"EriCi1$tiS?im�S — _.-.__ _ W�- - —ter r Pfll v. k„ -- - - �e�t Report1 — i� ►its r '! # ! — _ — leis r tta#c,±.►t1y� �! EtE�� . �s3 �_ � - ;c `w.�:.r==��. �-�� `.--�fi 7't- �s.�aa�'#•t�,�-C it s re= hYW—� I^714 Z. _- - This Verification is for the exclusive use of tntertek's client tin is provided pursuant to the agreement between inertek and its Client.int'ertCk's responsibility and nobility are limited to the terms and conditions c?f the agreement.tntertek assumes no liability to any party,other thou to the client in accordance with the agreement,for any ioss.expense or domage occasioned by the use of this Verification.Only the Client is authorized to permit copying or titsiribut+nn of fhl-S Verification, /417y use of the tntertek t%n37E of one Of its marks for the sole or advertisement of the tested anterial,product or service must first be approved in writing by Intgrtek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verifiratinn by Itself does not imply that the material,pradur..t,or servlrP is or has ever been under an Intertek certification program. GFT-OP-11a(24-MAR-2014) The Commonmaldi o f Massaelutseits Department of IndusWal Accidents Office eflnvestigadons ' 600 Washwgton Street Boston,SMA 02111 www.massgovldia Workers' Compensation Insurance Affidavit:Builders/Contmctor&Weeb iciaus/Plumbers nlicaiat Information Name(ftinessiomw zatiowbdividus3): Ci /Stateffi /0l Sl 0 Phone Are you an employer?Ch tate arilrepAft box: Type of project(required): I.® I am a employer with 1 4. Q I am a general contractor and I employees(full and/or part time).* have hired the sub-contractors 6. ❑New cxtnstruction 2.Q I am a sole proprietor or partner- listed on the attached sheet. 7. Q Remodeling ship and have no employees These sub-contractors have g. [J Demolition watkiag for me in any capacity. employees and have workers' �. (No workers'comp.hisutance comp.insurance. [3 Buil addition Te ,l S. Q We are a corporation and its 10.Q Electrical repairs or additions 3.[]1 aux a homeowner doing all work officers have exercised their 11.Q PIumbing repairs or additions myself[No workers'camp. right of exemption per MGL 12.Q Roof repairs Insurance required.]t c. 152,$1(4),and we have no employees.[No workers' 13.�Other P V 5a la r comp.insurance required. �Aahat Yapgliamt tch�xlts box#1 must also fill ant the section below showing Weir workers'emupensatioo policy information t Iioarceowaaus who submit itis affidavit indenting they are doing all work and then hire outside contractors must sobouta new affidavit indenting sacb. #Contractors that chak Qua box wast attached an addidoml sheen Showing the non of the sub.conautors and state whetter or not hose eathia have aq&yes. IWO tarb-contractors have emplo]'ea,they must ptnvide dMir workers'comp.policy mucher. Iam an employer Mal hpvn ing woNrers'compensation fnsurane a for my emptWeL Below is die policy andfob site Insurance Company Name: J PAV 4c.%A t E&I,A ems.)>7 -t o 044 .4in rR t c A Policy#or Self-ins.Lic.#: b �y 1N v 6 � V t� Eviration Date;_ !�.a�i Job Site Address: a _5 -R a LA St City/StatdZip:, 64"1 � Attadx 9 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 innposition of criminal penalties of a fine up to$1,500.00 and/or one year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a Sine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do Hereby cer*j,ander Nie pains and penalties of perjwy that the 111forniadon pmVided above is tree and evrr+eect. O ltd of use onot, Do not wMe hi Ills area,to be completed by city or town offlcial City or Town: PermMicense# Issuing Authority(drde one): L Board of Health 2.Bufiding Department 3.ChyfTown Clerk 4.Mectrical Inspector S.Plumbing Inspector 6,Other Contact Person: Phone#: i I ACOR CERTIFICATE OF LIABILITY INSURANCE 03=12016 THiS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THiS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 certyflcats holder in lieu of such endomsme s, PRODUCER Krista McMahon MICHAUD,ROWE AND RUSCAK INSURANCE ASSOCIATES, INC. PRO N . 978 688-8829 Fax AE'D�a P.O.BOX 188 : kmcmahon@mrrinsurance.com rrinsurance.com !NSU 8 AFFORDING COVERAGE MAIC sy NORTH ANDOVER INSURED MA 01845 INSURER A; TRAVELERS iNOEMNITY CO OF AMERICA E 25666 ACE RESIDENTIAL SOLAR LLC INSURER III: 1 RER C 342 NORTH MAIN ST INSURER D:INSURER E: ANDOVER MA 01810 RER Ft F; COVERAGES 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. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH 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 wwo POUCYNUMM LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS-MADE --j OCCUR EACH OCCURRENCE $ R S a n gL g MED EXP one person) g N/A GEN'LAGGREGATE LIMIT APPLIES PER. PERSONAL&ADV INJURY $GENERALAGGREGATE POLICY JE $ OTHER: CT LOC PRODUCTS-COMPIOPAGG S AUTOMOBiLEUABILnY I DINGLE LIMIT— ANY AUTO ALL OWNED SCHEDULED 130DILY INJURY(Per person) S AUTOS AUTOS NIA BODILY INJURY(Per scoldenq $ HIREOAUTOS qON gWN� P aERTY ERTy DAMAGE $ t UMBRELLA LiAR OCCUR $ EACH OCCURRENCE S °toss wue LCLAIMS*MADE WA AGGREGATE g DED RETENTION WOFdMR8 COMPENSATION AND EMPLOYERS'LiAJNUTY Y/N X ATUTE ER A O�FFICEWMEMBEREXCLUDEra?ECUTIVE N!A NIA NEA E.L.EACH ACCIDENT $ 1,000,000 (MandaemytnNH) 6HU89i=43435116 01/20/2016 01120/2017 !f tleea9tre under E.L.DISEASE-EA EMPLOYEE 11,000,000 0 SCRIPT ON OF OP RATIO 1>alow I I E.L.DISEASE-POLICY LIMiT I S 1,000 000 N/A DESGRIPT►ON OF OPERATIONS!LOCATIONS/VEHICLES(ACORD 101,Addtg*MI Remarb Sohedut%may pe t ttechetl N more 81180(a requlmd) 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/Mdtworkers-wmponsaVonnn"dgationef. CERTIFICATE HOLDER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEA.ED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sunnova Energy Corporatidn ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 56229 AUTHOR¢EDREPRESENTATM Houston TX 77256-6229 "` Daniel M.Crcyey,CPCU,Vice President—Residual Market—WCRiBMA ®1966-2014 ACORD CORPORATION, Ali Ngtft reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORID NORTH ANDOVER,MA 01845-0000 Fold,Then Detach Along All Perforations tM }iV1�fE LT O i' ISSUES THS FOLLOWING LICONS ASA .- It OF CNIt�ENGINEER .: ERIf.T MCLEAN y r DOOOOOOQQQQ0030 JAY RD. , NORTH i t) ,MA11845-t.f3 -0 180/2018 25186 0/ Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement CZ gtor Registration -- Registration: 182429 Type: ' LLC u Expiration: 6/19/2017 Tr# 267589 ACE RESIDENTIAL SOLAR LLC W ERIC McLEAN a 342 NORTH MAIN ST L ANDOVER, MA 01810- (' r C 9 Af g Update Address and return card.Mark reason for change. �--� E] Address ❑ Renewal E] Employment Lost Card SCA 1 G 20M-05111 �e�panvntonu��a�C�Gaafiuoe�`d Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: ,..84429 Type: Office of Consumer Affairs and Business Regulation '•:) - 10 Park Plaza-Suite 5170 xpiratiow-C. �:��) LLC / Boston,MA 02116 ACE RESIDENTIAJ,', _L"UC �f Z A �1 •+�v ERIC McLEAN g, q,- 342 NORTH MAIN ST` S=tib ANDOVER,MA 01810 �•'��'-1' i Undersecretary Not valid without signature sm. Starling Madison Lofquist, Inc. Consulting Structural and forensic fng?neer,s 3 5224 South 39" Street, Phoenix, Arizona 85040 tel: (602)438-2500 fox: (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 1 A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1 B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers t IronRidg a December 18,2014 Mr. David F.Taggart Page 2 of 20 lronRidge XRl 00 Rail,Roof Flush Mounting System—Structural Analysis Table 1A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-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 sf sf sf sf sf sf sf sf 100 122 104 88 82 73 66 61 56 53 50 105 122 104 88 '82 1 73 #664611tiE 5653 50 110 122 104 88 82 73 50 120 122 104 88 82 73 50 Category 130 112 104 88 82 73 66 61 56 53 50 $ 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 53 50 170 85 85 85 82 73 66 61 56 53 50 100 122 104 88 82 73 66 61 56 53 50 105 117 104 88 82 73 66 61 56 53 50 110 112 104 88 82 73 66 61 56 53 50 120 102 102 88 82 73 66 61 56 53 50 Category 130 94 94 88 82 73 66 61 56 53 50 C 140 88 88 88 82 73 66 61 56 53 50 150 82 82 82 82 73 66 61 56 53 50 160 77 77 7777 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 73 82 88 110 103 103 6$ 61 56 53 50 i20 94 94 88 1 82 73 66 61 56 53 50 Category 130 87 87 87 82 73 1 66 61 56 53 50 D 140 80 80 80 80 73 66 61 56 53 50 150 75 75 75 75 73 66 61 56 53 50 160 70 70 70 70 70 66 61 56 53 50 170 66 66 66 66 66 66 61 56 53 50 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- 1ronRidge December 18,2014 Mr.David F. Taggart Page 3 of 20 lronRidge 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 Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf f sf sf sf PSI` sf 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 68 68 68 68 68 66 61 56 53 50 170 64 64 64 64 64 64 $1 5fi 53 50 100 91 91 88 82 1 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 130 70 70 70 70 70 66 61 5fi 53 50 C 140 65 65 65 65 65 65 61 56 53 50 150 61 61 61 61 61 61 61 56 53 5Q 160 57 57 57 57 57 57 57 56 53 50 170 54 54 54 54 54 54 54 54 53 50 100 84 84 84 82 73 66 61 56 53 50 105 80 $0 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 fit 56 53 50 Category 130 $5 65 65 65 65 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 1 49 49 49 49 49 49 49 49 49 Notes—see page 20 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -3- TronRidge December 18,2014 ' Mr. David F. Taggart Page 4 of 20 lronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 3A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 3(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 sf sf sf sf sf sf sf sf 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 53 50 120 72 72 72 72 72 6- 61 56 53 50 Category 130 67 67 67 67 67 66 61 5fi 53 50 B 140 62 62 62 62 62 62 61 5fi 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 51 51 51 51 51 51 5Q 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 55 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 1 43 43 43 43 43 43 43 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 130 52 52 52 52 52 52 52 52 52 50 Q 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 40 1 40 40 40 40 40 40 40 40 Notes—see page 20 Starling Madison Lo£quist, Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18,2014 Mr. David F. Taggart Page 5 of 20 i tem IranRidge XR100 Rail, Roof Flush Mounting Sys —Structural Analysis Table 4A-MAXIMUM SPANS(in)-Roof Slope 7°to 27"-Wind Zone 1(67.5"Max Module Length) XRI00 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 72 64 58 53 49 46 43 120 112 97 83 72 64 58 53 49 46 43 Category 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 1 81 72 64 58 53 1 49 46 43 170 87 87 79 71 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 120 103 97 83 1 72 64 58 53 49 46 43 Category 130 96 95 82 72 64 58 53 49 46 43 C 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 1 46 43 100 112 97 83 72 64 58 53 49 46 43 r120 05 108 97 83 72 64 58 53 49 46 43 10 103 97 83 72 64 58 53 49 46 43 95 95 82 72 64 58 53 49 46 43 Category30 88 88 80 71 64 58 53 49 46 43 40 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 1 46 43 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- 4V17r1YC1911AL ` THIS DRAWING AND ANY DATA,DES" FrION,AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF AMERICAN CAPRAL ENERGY INC.AND SHALL NOT BE PUBUSHED.REPRODUCED.COPIED.DISCLOSED.OR USED,N WHOLE OR N PARE,FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF ACE RESIDENINL SOLAR LLC. SYSTEM SIZE 6.625 KW DC ENERGY 7,250 kWh PRODUCTION MODULES (QTY. 25) 265W PANELS INVERTERS (QTY. 1 ) 5.OKW STRING INVERTER V-7" 1 2 3 4 5Oz. 6 7 8 9 10 ill, 12 13 12'-7" 14 15 16 17 18 19 20 21 22 23 24 25 -D O SOLAREDGE P300 POWER OPTIMIZER • 30OW INPUT POWER SOLAREDGE SE5000A—US 0 48V MAX INPUT VOLTAGE 7'-3" 6 675OW MAX INPUT POWER . 12.5A MAX INPUT CURRENT • boot/ MAX INPUT VOLTAGE 15A MAX OUTPUT CURRENT • 15.5A MAX INPUT CURRENT • 21A MAX CONTINUOUS OUTPUT 0 60V MAX OUTPUT VOLTAGE CURRENT 9 8-25 OPTIMIZERS PER STRING REAR 0 O • 5,000W AC POWER OUTPUT . 25 YEAR WARRANTY • 25 YEAR WARRANTY DIMENIONS TO BE FIELD VERIFIED ! N tPV ARRAY -} I 240° AZIMUTH I 18' SLOPE 110 11111 1 i 5 . 475 i sed; r R I LOCATION OF UTILITY ROOM ! WITH MAIN PANELBOARD 3 �e LOCATION OF UTILITY METER `�WITH�MAIN AC DISCONNECT , HANWA Q. CELL (Q.PRO BFR-G3 265) 55 Pmax (W) Vmp (V) Imp (A) Voc (V) Isc (A) 265 30.79 1 8.69 38.52 9.28 ACE DRAWN BY APPROVED BY DESCRIPTION ACE Residential Solar LLC YOUNG RESIDENCE-29 S BRADFORD ST. KJF 29 S BRADFORD ST — NORTH ANDOVER, MA — PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-1 E - 342 North Mtin St.,1st Floor RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR. LLC. Phone 800-223-1462 F;/.s/tN; 1 ALL RIGHTS RESERVED PV ARRAY LAYOUT RF.V 1 0 �.unr�u�n�SMA• THIS DRAWING AND ANY DATA.DESCPoPIION,AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF AMERICAN CAPITAL ENERGY INC.AND SHALL NOT BE PUBLISHED,REPRODUCED,COPED,Dom,OR USED,N WHOLE OR IN PART,FOR ANY PURPOSE WITHOUT THE EXPRESS WRR7EN PERMISSION OF A DULY ARWRQED REPRESENTATIVE OF ACE RESIDENTIAL SOLAR,LLC. 29 S Bradford St. • 5.0 KW AC • 6.625 KW DC • QTY(25) 265W PANELS • 1 X 5.0 KW STRING INVERTER DC OPTIMIZER DC OPTIMIZER #1 #14 DC OPTIMIZER DC OPTIMIZER #2 #15 SOLAREDGE 5 KW — INVERTER #ST-1 NEW PV PRODUCTION350 VDC INPUT 240V 1 PHASE OUTPUT DC OPTIMIZER DC OPTIMIZER METER PROVIDED BY #3 #16 ACE RESIDENTIAL SOLAR NEW UTILITY NET METER ETER Ac DC OPTIMIZER DC OPTIMIZER (EXISTING UTILITY REVENUE METER SOCKET) #4 #17 ODC DC OPTIMIZER DC OPTIMIZER ErER LeEr r GROUNDED #5 #18 CONDUCTORS DC OPTIMIZER DC OPTIMIZER #6 #19 NEW 30A AC UTILITY DC OPTIMIZER DC OPTIMIZER DISCONNECT SWITCH #7 #20 (LOCATED ADJACENT TO NEW UTILITY REC METER) DC OPTIMIZER DC OPTIMIZER #8 #21 DC OPTIMIZER DC OPTIMIZER #9 #22 DC OPTIMIZER DC OPTIMIZER PV WARNING LABELS #10 #23 LAIIEkLA �Fl•C UNE SIDE 3/11* —r• DC OPTIMIZER DC OPTIMIZER CONNECTION JUNCTION rotia_:rL•k;•a•Tr V'1*'' f-i v • - I #11 #24 BOX Leao:a DC OPTIMIZER DC OPTIMIZER 1A -R a a. I au #12 #25 (1 ODA. 240V) '—'`• INAc.U1i n-um�o7:�1�1 I HOUSE PANEL INA •r c'.I BOARD TO BE p G L9BEL Il DC OPTIMIZER UPGRADED TO ...... #13 200A A200A- 2-ATO A .E�. LA8k1.H EXISTING • • LOADS LuEr D �"5{4 R 9 1 0 'It •• 13 NOTE: INSTALLING ELECTRICIAN IS RESPONSIBLE FOR COMPLETING INSTALLATION ACCORDING TO ALL APPLICABLE BUILDING AND ELECTRICAL CODES. ACE DRAWN BY APPROVED BY DESCRIPTION DWG#: CE Residential Solar LLC YOUNG RESIDENCE-29 S BRADFORD ST. 342 North Main St.,lst Floor KJF 29 S BRADFORD Si — NORTH ANDOVER, MA - PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-2 — RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, U.C. Phone 800-223-1.462 ALL RIGHTS RESERVED SINGLE LINE DIAGRAM R pv I n THIS DRAWING AND ANY DATA.DESCRIPTION.AND CRIER INPORMATNON CONTAINED HL7lEN ARE CONSIDERED AS HiOPRIEUNYY AND 7HE NDtGJSNE PROPFR7Y OF AMERICAN CAPITAL ENERGY INC.AND SHALL NOT BE PUB SHA,REPRODUCED,COPED,DISCLOSED.OR USED,N WHOLE OR IN PART,FOR ANY PURPOSE WRHOUY THE EGRESS WRIREN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF ACE RESIDENTIAL SOLAR,LLC. IRONRIDGE / MID CLAMP IRONRIDGE XRS RAIL CLAMPING END CLAMP \ RANGE zs 9.55 7. MODULE FRAME 1/4-20 X 2" SS HEX CAP BOLT MOUNTING RAIL U 30 66 END CLAMP CLAMP DETAIL INSTALLATION 7 , DETAIL NOT TO SCALE) NOT TO SCALE) 1 .a .25 0.50-1 FLASHING 7. 7 RAFTERS 265W 265W 3066 MODULE MODULE 1/4-20 SS FLANGE NUT 1/4-20 X 2" SS MODULE HEX CAP BOLT .� ✓ RAIL -.,rte-''•- � MID CLAMP FRAME 7. 7 L—FOOT 9.55 FLASHING TYPICAL MODULE INSTALLATION DETAIL MIDETALMP (DIMENSIONS IN INCHES) (NOT TO SCALE) L-FOOT AND FLASHING INSTALLATION DETAIL NOT TO SCALE) r 7 DRAWN BY APPROVED BY DESCRIPTION YOUNG RESIDENCE- 29 S BRADFORD ST. DwG#: ACE Residential Solar LLC ROOF MOUNTED SOLAR ARRAY PV-3 ACE KJF 29 S BRADFORD Si — NORTH ANDOVER, MA — PV ARRAY �-_- 342 North Main St.,1 st Floor � RESIDENTIAL SOLAR Andover,MA01S10 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. RACKING DIAGRAM Phone800-223-1462r�/j/�R ALL RIGHTS RESERVED RF.V 1 n %.uNr1UCN I IAL THIS DRAWING AND ANY DATA DESCRUMON,AND OTHER NFORMA7pN CONTAINED HEWN ARE CONSIDERED AS PROPRIETARY AND THE IXCLUSNE PROPERIY OF AMERICAN CAPITAL ENERGY NC.AND SHALL NOT BE RAMMED.REPRODUCED.COPED.DISCLOSED.OR USED. N WHOLE OR N PMR.FOR ANY PURPOSE WITHOUT THE EfQ+FE,S3 WRITTEN PERMISSION OF A OIAY AURpRQED REPRESENTA7K OF ACE RESIDENT&SOLAR I.I.C. • nth OF d Of ER T. 1Go.rvll 0 RM0T01T—\cx Q E n G I n E E R S U1977-007-161 S�ONAt I IRONRIDGE APR 26 2016 XR RAILS STRUCTURAL ONLY 2,_8„ 3,_�„ 1 I I I HE -11 11 Fllfl 11 FIND 1 11 fill] 11 51M I il 561 51' IFill Il I I 9' 1 i I i �LLL 7,_3„ FLASHING AND LAG BOLT (SEE DETAILS BELOW) EXISTING (2x6, 16" O.C.) RAFTERS / WITH (2X10, 32" O.C.) COLLAR TIES RACKING DETAIL NUT AND BOLT FLASHING II11� DIMENSIONS AND LOCATIONS TO BE 'I FIELD VERIFIED L—FOOT 3.28" BOLT _ _ FLASHING OW MAX ALLOWABLE SPANS BILL OF MATERIALS SEALANT LAG O 10 11' RAILS PORTRAIT 4'-10" I I I ) I I I 13.71 BOLT PORTRAIT 0 14' RAILS CANTILEVER 1'-11" I II EXISTING 17 17' RAILS LANDSCAPE N/A LAG BOLT I ( I ( I I I I ( I I I I I I RAFTER 45 FLASHING LANDSCAPE N/A CANTILEVER EXISTING RAFTER IIIII I'ILAG BOLT DETAIL FLASHING DETAIL 1 DRAWN BY APPROVED BY DESCRIPTION WG#: ACE Residential Solar LLC D YOUNG RESIDENCE-29 SOUTH BROADWAY ACE 3 KJF 29 SOUTH BROADWAY — NORTH ANDOVER. MA — PV ARRAY 3az Nord,Main St,1st Floor ROOF MOUNTED SOLAR ARRAY PV-4 T RESIDENTIAL SOLAR Andover,MA 01810 DATE COPYRIGHT 2016 ACE RESIDENTIAL SOLAR, LLC. Phone 800-223-1462 d/11A/I a ALL RIGHTS RESERVED STRUCTURAL LAYOUT uF.vin Location No. �s ©��p Dated 1 ! I • TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ ' Other Permit Fee $ TOTAL $ Check# -4' iBuilding In"spec`tor t'