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HomeMy WebLinkAboutBuilding Permit # 9/14/2015 ,..,r._ Of NO DTH BUILDING PERMIT �� g '- ' '°6�� TOWN OF NORTH ANDOVER to 4 � " APPLICATION FOR PLAN EXAMINATION Q„ Permit NO: Date Received Date Issued: MPORTANT: Applicant must complete all items on this page y r . r rr/r rrrr , r / / r rrrrirc r� r /o r / / r , / r rn ;,//, ,, ,,✓/ /� / ifs, t /. „,,,,r ,„ ,,� '77 � TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑.New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition YOther ri / //ri%/'fir/r// /r rr rr r ;, � ;, CI'F oad lain G,(UVetl °'cis r�/ rr/�/ %❑ Watershed,D�strict . � � �rr/�.�� O s 'k3 Identification Please Type or Print Clearly) OWNER: Name: �sc� �C L�q�, Phone: Address: .30 Ak? / r r r / / r / rrrr r r r r,�rr, rr r .....................i/r�i/,i//,�j�i/�/,i/�;, 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: $ � b � ��` i FEE: 1L I�, Check No, Receipt No.: NOTE: Persons co tracti g with unregistered contractors do not have acc to gar ty fund ignatta're of Agent/CJwner µ 5lginature of bon,tractar d/ ttORTH I own of Andover &V-.20P z _ i - ver, ass, Q CAKE 1 C0CK1CNEw1CK LD BOARD OF HEALTH Food/Kitchen t: RMIT T D Septic System THIS CERTIFIES THAT ................. ................... BUILDING INSPECTOR has permission to erect .......................... buildings on ... .......... ... .. Foundation.... ....... ........................... Lto be occupied as Rough .............. .. ........ ...... ... .. ... ............... ....... .... .. Chimney provided that the person accepting this permit shall in every respect conform o the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Final Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR Rough Service .... ...... . .. ................ BUILDING INSPECTOR Final Occupancy Perm upv Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing r Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. � ~�~ AMERICAN K^�£\Pi�lJ�L ����[WtRG% Engineering ProcurementK Construction � September 14, 2O1S North Andover Building Department 16OOOsgood StBuilding 2[\Suite 2O35 North Andover, MA 01845 ToWhom |tMay Concern: Enclosed inthis binder are the following documents for your review. • Building Permit Application ° H|CLicensu • PVDrawing Package ° Stamped Structural Review and Calculations * Stamped Flashing Review and Calculations ^ Racking Fire Rating Certification ° ULJ7O3Certification ' Sincerely, Eric McLean, P.E Executive V.PofOperations USA:American Capital Energy,Inc.,360 Merrimack Street,Building 9 Entrance K Suite 202,Lawrence,MA 01843,Phone(978)221-20001mx(978)208 osuz Page I'*I lronRidge December 18,2014 Mr.David F, Taggart Page I I of 11 IronRidge Flashing Nptes Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk Category=I 3. Roof Slope=7 to 27 degrees 4. Solar panel long dimension=-,78.5 in 5. Minimum specific gravity of wood rafter=0,50 6. ASCE 7-10 OUr analysis aSSUrnes 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, OPEO `12/18/14 C 7 1197 3V"' Tres J. Warner, P.E. .19:11hAl$0 Design Division Manager Clo. Starling Madison Lofquist,Inc. Consulting Structural and Forensic.Engineers THIS EDGE TOWARDS ROOF RIDGE ( 12.00) (3.00) 2 6.00) 12.00) 7 4 (3.28) .30) (3.71 ) 5 .................................. ..................... ITEM NO. DESCRIPTION QTY so IN9_2M3 -------------I——---------- SM 11-26-201 I LAG BOLT 5/16"-4 1/2" 18.8 SS 1 .................3- JA A 0, ARONRID0 2 5/16" EPDM BONDED WASHER 18.8 SS 1 3 SCL-101-3 I 4 IR-GF-FLASHING ri KIT, IRONRIDGE FLASH FOOT 5 IR-GF-SUPPORT i (L FOOT INCLUDED) ---------------­------------------- 6 BOLT, 3/8-16 X 1"HEX CS SS RF-FLSH-001 7 NUT, FLANGE HEX 3/8-16 SS 1 8431 Murphy Wive Middletofi,W1 63502 USA Telophotie: 008,836,4400 Facslmlle: 608,631,9279 www,htertek,=,n 'Test V(,,,w�its filkation ollf ty In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name&Address: IronRidge, Inc. 1495 Zephyr Ave, Hayward,CA 94544 USA Product Description: XR Rails with Integrated Grounding. Ratings&Principle Fire Class ResIjtgaEt3gtjfl& Characteristics: -Flush Mount(Symmetrical), Class A Fire Rated for Low Slope applications when using Type 1,2 and 3,listed photovoltaic modules, Class A Fire Rated for Steep Slope applications with Typel, 2 and 3,listed photovoltaic modules, Tested with a 5"gap(distance between the bottom the module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding Is required. Models: 51.61GD-005,51-61GD-0056,515000-001 and 51-65-001 Brand Name: IronRidge Roof Mount Relevant Standards-, UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31,2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels, Verification Issuing Office: Intertek Testing Services NA,Inc. 8431 Murphy Drive Middleton,WI 53562 Date of Tests: 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-001x1, 101769343MID-001a,101915978MID-001&101999492MID-001ar1-cr1. Th—is verification Is part of the full test report(s)and should be read in conjunction With them.This report does not automatically Imply product certification. Completed by: Chad Naggs Reviewed by: Gregory Allen Title: Technician 11,Fire Resistance Title:s Engineering Team Lead,Fire Resistance Signature-, Signature: Date: 03/30/2015 Date: 30/x615 _ This Verification is for the exclusive use of In tertek's cilent and is provided pursuant to the agreement between Intertek and its Client.In tertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other thou to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale orocivertisetnent of the tested material,product or service must first be approved in writing by Intertek. The observations and test/inspection re5uits referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material,product,or service is or has ever been under an Intertek certification program. GFT-OP-11a(24-MAR-2014) EMAUTHORIZATION T4 MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be 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 Control Number: 4007559 Authorized by: for Thomas J. Patterson,Certification Manager ETL CLASSIFIED (ious 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 Is Client.Interiek's responsibility and liability are limited to the leans and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized 10 permit copying or distribution of this Authorization to Mark and then only in Its entirety.Use of Intedek's Cedificatton 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 Intedek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordancewfth the agreement, they are not for the purposes of production quafily control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1,October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: XR Rails ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:24-Apr-2015 ED 16.3.15(Wan-13)Mandatory EmAUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. Address: 1495 Zephyr Ave Address: 1495 Zephyr Ave Hayward,CA 94544 Hayward,CA 94544 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Or Dave Taggart Phone: (800)227-9523 Phone: (707)363-3025 FAX: (707)459-1833 FAX: (510)225-0975 Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA S` 1 lJz�` _C "liT y^ Control Number: 4008377 Authorized by: for Thomas J.Patterson,Certification Manager ETL CLASSIFIED j us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Inlertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Inlertek's Certification mark Is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: XR Rails ATM for Report 101541132LAX-002 Page 2 of 3 ATM Issued:24-Apr-2015 ED 16.3.15(1-Jan-13)Mandatory omAUTHORIZATION 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. Address: 1495 Zephyr Ave Address: 1704 W. 10th Street Hayward, CA 94544 Tempe,AZ 85281 Country: USA Country: USA Contact: Yann Schwarz Contact: Andy Frola Phone: (800)227-9523 Phone: (480)967-2038 FAX: (707)459-1833 FAX: (480)829-0838 Email: yschwarz@ironridge.com Email: andy@precisiondie.com Party Authorized To Apply Mark: Same as Manufacturer �m Report Issuing Office: Lake Forest,CA Control Number: 4008083 Authorized by: for Thomas J. Patterson, Certification Manager EL'L CLASSIFIED I ' i us 1 tts�rao 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.Interlek's responsibility and liability am limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark Is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertak name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark In accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations In this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1,October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: XR Rails ATM for Report 101541132LAX-002 Page 3 of 3 ATM Issued:24-Apr-2015 ED 16.3.15(Wan-13)Mandatory Starling Madison Lofquist, Inc. CD 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 I of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart,Vice President Products Subject: IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings& Other Structures International Building Code 2012 Edition Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC-ES Aluminum Design Manual,2010 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables IA-9A are for modules with a maximum long dimension of 67.5 inches and Tables 113-913 are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers lronRidge December 18, 2014 Mr. David F. Taggart Page 2 of 20 lronRidge XR1 00 Rail, Roof Flush Mounting System- Structural Analysis 'Table 1A-MAXIMUM SPANS(in)-Roof Slope 0*to 6*-Wind Zone 1 (673" Max Module Length) X01DO Wind Ground Snow Load RaH Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf esf psf Psf psf 100 122 104 88 82 73 66 61 56 53 50 105 122 104 88 82 73 66 61 56 53 50 110 122 104 88 82 73 66 61 56 53 50 120 122 104 88 82 73 66 61 56 53 50 Cdmyuly 130 112 104 88 82 73 66 61 56 53 50 B - 140 104 104 88 82 73 66 61 56 53 50 150 97 97 88 82 73 66 61 56 53 50 160 91 91 88 82 73 66 61 56 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 77 77 73 66 61 56 53 50 170 72 72 72 72 72 66 61 56 53 50 100 113 104 88 82 73 66 61 56 53 50 105 108 104 88 82 73 66 61 56 53 50 110 103 103 88 82 73 66 61 56 53 50 120 94 94 88 82 73 66 61 56 53 50 Category 130 87 87 87 82 73 66 61 56 53 50 D 140 80 80 80 1 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 1 56 53 50 170 1 66 66 66 66 1 66 1 66 1 61 1 56 53 50 Notes-see page 20 Starling Madison Lol5quist,Inc. Consulting Structural and Forensic Engineers -2- lronRidge December 18, 2014 Mr. David F. Taggart Page 3 of 20 lronRidge XRlOO Rail, Roof Flush Mounting System– Structural Analysis "Fable 2A-MAXIMUM SPAhIS(in)-Roof Slope 0*to 6*-Wind Zone 2(67.5" Max Module �.ength) X8100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 109 104 88 82 73 66 61 56 53 50 105 103 103 88 82 73 66 61 56 53 50 110 98 98 88 82 73 66 61 56 53 50 Category 120 90 90 88 82 73 66 61 56 53 50 B 130 83 83 83 82 73 66 61 56 53 50 140 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 61 56 53 50 100 91 91 88 82 73 66 61 56 53 50 105 87 87 87 82 73 66 61 56 53 50 110 83 83 83 82 73 66 61 56 53 50 120 76 76 76 76 73 66 61 56 53 50 Category 130 70 70 70 70 70 —66 61 56 53 50 C 140 65 65 65 65 65 65 61 56 53 50 150 61 61 61 61 61 61 61 56 53 50 160 57 57 57 57 57 57 57 56 53 50 1 170 54 54 54 54 54 1 54 54 54 53 50 100 84 84 84 82 73 66 61 56 53 50 105 80 80 80 80 73 66 61 56 53 50 110 76 76 76 76 73 66 61 56 53 50 rl�20 70 70 70 70 70 66 61 56 53 50 Category D 130 65 65 65 65 65 1 65 61 56 53 50 140 60 60 60 60 60 60 60 56 53 50 150 56 56 56 56 56 56 56 56 53 50 160 52 52 52 52 52 52 52 52 52 50 1 170 49 49 49 49 49 49 1 49 1 49 49 1 49 Notes—see page 20 Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18,2014 Mr. David F. Taggart Page 4 of 20 lronRidge XRlOO Rail,Roof Flush Mounting System– Structural Analysis Table 3A-MAXIMUM SPANS(1n)-Roof Slope 0*to 6*-Wind Zone 3(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf Ps sf psf psf psf psf psf psf 100 87 87 87 82 73 66 61 56 53 50 105 83 83 83 82 73 66 61 56 53 50 110 79 79 179 T79 73 66 61 56 53 50 Category 120 72 72 72 72 72 66 61 56 53 50 B 130 67 67 67 67 67 66 61 56 53 50 140 62 62 62 62 62 62 61 56 53 50 150 58 58 58 58 58 58 58 56 53 50 160 54 54 54 54 54 54 54 54 53 50 170 51 51 51 1 51 51 51 51 51 1 51 50 100 73 73 73 73 73 66 61 56 53 50 105 70 70 70 70 70 66 61 56 53 50 110 67 67 67 67 67 66 61 56 53 50 Category 120 61 61 61 61 61 61 61 56 53 50 1 130 56 56 56 56 56 56 56 56 53 50 C 140 52 52 52 52 52 52 52 52 52 50 150 49 49 49 49 49 49 49 49 49 49 160 46 46 46 46 46 46 46 46 46 46 170 43 43 43 43 43 1 43 43 1 43 43 43 1 100 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 D 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 40 40 40 40 40 40 1 40 1 40 1 Notes–see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- lronRidge December 18,2014 Mr. David F. Taggart Page 5 of 20 lronRidge XRl 00 Rail,Roof Flush Mounting System—Structural Analysis Table 4A-MAXIMUM SPANS(in) -Roof Slope 7*to 27'..Wind Zone 1(67.5" Max Module Length) X8100 Wind Ground Snow Load Rall Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf Psf Psf 2sf 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 Category 120 112 97 83 72 64 58 53 49 46 43 B 130 112 97 83 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 Category 120 103 97 83 72 64 58 53 49 46 43 130 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 46 43 100 112 97 83 72 64 58 53 49 46 43 105 108 97 83 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 120 95 95 82 72 64 58 53 49 46 43 Category 130 88 88 80 71 64 58 53 49 46 43 D 140 82 82 78 70 63 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 1 170 68 68 68 65 60 56 53 49 46 43j Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers lronRidge December 18,2014 Mr. David F. Taggart Page 6 of 20 lronRidge XRlOO Rail, Roof Flush Mounting System—Structural Analysis 'rable SA-MAXIMUM SPANS(1n)-Roof Slope 70 to 27*-Ond Zone 2(67.5" Max Modu9e Length) X8100 Wind Ground Snow Load Rail Speed 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf sf sf psf esf psf 2sf psf psf psf 100 106 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 Category 120 90 90 83 72 64 58 53 49 46 43 B 130 83 83 83 72 64 58 53 49 46 43 140 77 77 77 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 46 43 170 64 64 64 1 64 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 Category -- 130 71 71 71 1 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 1 55 55 55 55 55 1 55 53 1 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 1 50 50 50 1 50 1 50 1 50 1 50 1 49 1 46 1 43 1 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18, 2014 Mr. David F. Taggart Page 7 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis 'Table 6 -IWAXI t1 SPANS(in)-goof Slope 7'to 27*-Wind Zone 3(67.5" i lax iiiiodule t.ength Stg1.t10 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 87 87 83 72 64 58 53 49 46 43 105 83 83 83 72 64 58 53 49 46 43 110 80 80 80 72 64 58 53 49 46 43 120 73 73 73 72 64 58 53 49 46 43 Category 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 1 52 52 1 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 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 53 53 53 53 53 53 49 46 43 140 49 49 49 49 49 49 49 49 46 43 150 46 46 46 46 46 46 46 46 46 43 160 43 43 43 43 43 43 43 43 43 43 170 1 41 1 41 1 41 1 41 1 41 1 41 1 41 1 41 41 1 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- lronRidge December 18,2014 Mr. David F. Taggart Page 8 of 20 IronRidge XRlOO Rail,Roof Flush Mounting System— Structural Analysis Table 7A-MAXIMUM SPANS(in)-Roof Slope 28"to 45*- girid Zone 1(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 96 91 80 72 66 61 56 52 49 46 6 140 91 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 170 79 79 72 1 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 Category 120 90 87 77 70 1 65 60 56 52 49 46 130 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 1 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 58 54 52 49 46 D 140 75 75 70 64 60 56 53 51 48 46 1 150 71 71 67 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 170 64 64 62 58 55 52 50 48 46 44 Notes—see page 20 Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- IronRidge December 18, 2014 Mr. David F.Taggart Page 9 of 20 lronRidge XR1 00 Rail, Roof Flush Mounting System—Structural Analysis Table 8A- AMMU SPANS(in)-Roof Slope 28*to 45*-Wind Zone 2(67.5" Max Module Lerigth) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf esf psf esf esf esf esf Psf esf 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 Category 120 101 94 82 74 67 61 56 52 49 46 B 130 94 91 80 72 66 61 56 52 49 46 140 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 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 Category 120 81 81 75 68 63 59 55 52 49 46 D 130 1 75 75 72 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 1 170 59 1 59 1 59 1 58 1 55 1 52 1 50 1 48 1 46 1 44 1 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -9- IronRidge December 18,2014 Mr. David F.Taggart Page 10 of 20 IronRidge XRl 00 Rail, Roof Flush Mounting System-Structural Analysis Tai ie 9A-MAXPAOM SPANS(in)-Roof Slope 28*to 45'-Wind Zone 3(67.5" Max Module Length) XR10O Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 B 140 88 88 78 70 65 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 1 101 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 Category 120 87 87 77 70 65 1 60 56 52 49 46 C 130 81 81 75 68 63 59 56 52 49 46 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category - D 130 75 75 72 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 1 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 1 1 170 59 1 59 59 1 58 55 52 50 48 1 46 44 Notes-see page 20 Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -to- lronRidge December 18, 2014 Mr. David F. Taggart Page 11 of 20 lronRidge XR1 00 Rail, Roof Flush Mounting System—Structural Analysis Table 18-MAXIMUM SPANS(1n)- Roof Slope 0*to 6*-Ond Zone I(78.S" Max Module Length) X8100 Wind Ground Snow Load Rail Speed 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf psf sf psf esf psf p�sf psf psf psf 100 114 97 82 76 68 61 56 52 49 46 105 114 97 82 76 68 61 56 52 49 46 110 114 97 82 76 68 61 56 52 49 46 Category 130 114 97 82 76 68 61 56 52 49 46 B 130 105 97 82 76 68 61 56 52 49 46 140 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 1 76 68 1 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 56 52 49 46 160 71 71 71 71 68 61 56 52 49 46 170 67 67 1 67 67 67 1 61 56 1 52 49 1 46 100 106 97 82 76 68 61 56 52 49 46 105 101 97 82 76 68 61 56 52 49 46 110 96 96 82 76 68 61 56 52 49 46 120 88 88 82 76 68 61 56 52 49 46 Category 130 81 81 81 76 68 61 56 52 49 46 D 140 75 75 75 75 68 61 56 52 49 46 150 70 70 70 70 68 61 56 52 49 46 160 66 66 66 66 66 61 56 52 49 46 170 1 62 1 62 62 62 62 1 61 56 52 1 49 1 46 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers lronRidge December 18, 2014 Mr. David F. Taggart Page 12 of 20 lronRidge XR1 00 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 Psf Psf psf psf psf psf esf psf psf 100 101 97 82 76 68 61 56 52 49 46 105 96 96 82 76 68 61 56 52 49 46 110 92 92 82 76 68 61 56 52 49 46 120 84 84 82 76 68 61 56 52 49 46 Category 130 78 78 78 76 68 61 56 52 49 46 B 140 72 72 72 72 68 61 56 52 49 46 150 67 67 67 67 67 61 56 52 49 46 160 63 63 63 63 63 61 56 52 49 46 170 59 59 1 59 59 59 1 59 56 1 52 49 1 46 100 85 85 82 76 68 61 56 52 49 46 105 81 81 81 76 68 61 56 52 49 46 110 77 77 77 76 68 61 56 52 49 46 120 71 71 71 71 68 61 56 52 49 46 Category 130 66 66 66 66 66 61 56 52 49 46 C 140 61 61 61 61 61 61 56 52 49 46 150 57 57 57 57 57 57 56 52 49 46 160 53 53 53 53 53 53 53 52 49 46 170 50 50 50 50 50 1 50 50 1 50 49 1 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 Category 120 65 65 65 65 65 61 56 52 49 46 D 130 60 60 60 60 60 60 56 52 49 46 140 56 56 56 1 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 1 46 1 46 46 1 46 1 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 38-MAXIMUM SPANS(in)-Roof Slope 00 to 60-Wind Zone 3 (78.5x° Max Module i.ength) 8100 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 1 81 81 81 76 68 61 56 52 49 46 105 77 77 77 76 68 61 56 52 49 46 110 74 74 74 74 68 61 56 52 49 46 120 67 67 67 67 67 61 56 52 49 46 Category 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 1 50 50 50 50 50 50 50 50 49 46 170 1 48 48 48 48 48 48 48 48 48 46 100 68 68 68 68 68 61 56 52 49 46 105 65 65 65 65 65 61 56 52 49 46 110 62 62 62 62 62 61 56 52 49 46 120 57 57 57 57 57 57 56 52 49 46 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 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 48 48 48 48 48 48 46 D 140 45 45 45 1 45 45 45 45 1 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 1 37 37 37 37 1 37 37 37 37 1 37 1 37 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -13- IronRidge December 18,2014 Mr. David F. Taggart Page 14 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis "fable 411-MPOOMUM SPANS(in)- Roof Slope 7'Its 27"-Wind Zone 1.(78.5" Max Module Length) )(R100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf 2sf 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 105 91 77 67 59 54 49 46 43 40 Category 130 105 91 77 67 59 54 49 46 43 40 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 1 46 43 40 1 160 86 86 75 67 59 54 49 46 43 40 170 81 81 74 66 59 1 54 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 104 91 77 67 59 54 49 46 43 40 120 96 91 77 67 59 54 49 46 43 40 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 1 62 57 1 53 49 1 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 49 46 43 40 120 89 88 76 67 59 54 49 46 43 40 Category 130 82 82 74 66 59 54 49 46 43 40 D 140 77 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 4 160 68 68 68 62 57 53 49 46 43 4 170 1 64 64 64 1 61 1 56 1 52 1 49 1 46 1 43 40 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -14- IronRidge December 18,2014 Mr. David F. Taggart Page 15 of 20 IronRidge XR1 00 Rail, Roof Flush Mounting System–Structural Analysis Table 50-MAXIMUM SPANS(in)-Roof Slope"7°to 27*-Wind Zone 2(783" Max Module Legnth) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 1020 30 40 50 60 70 80 90 psf sf psf psf psf psf psf psf esf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 F77 67 59 54 49 46 43 40 Category 120 84 84 77 67 59 54 49 46 43 40 B 130 78 78 77 67 59 54 49 46 43 40 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 54 49 46 43 40 160 64 64 64 64 59 54 49 46 43 40 170 60 60 60 60 59 54 49 46 43 40 100 85 85 77 67 59 54 49 46 43 40 105 81 81 77 67 59 54 49 46 43 40 110 77 77 77 67 59 54 49 46 43 40 120 71 71 71 67 59 54 49 46 43 40 Category 130 66 66— 66 66 59 54 49 46 43 40 C 140 61 61 61 61 59 54 49 46 43 40 150 57 57 57 57 57 54 49 46 43 40 160 54 54 54 54 54 54 49 46 43 40 170 51 51 1 51 51 51 51 49 1 46 43 1 40 100 78 78 77 67 59 54 49 46 43 40 105 75 75 75 67 59 54 49 46 43 40 110 71 71 71 67 59 54 49 46 43 40 120 66 66 66 66 59 54 49 46 43 40 Category 130 61 61 61 61 59 54 49 46 43 40 D 140 57 57 57 1 57 57 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 50 50 50 50 50 50 49 46 43 40 170 47 47 47 47 47 47 47 46 43 1 40 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -15- IronRidge December 18, 2014 Mr. David F. Taggart Page 16 of 20 lronRidge XR1 00 Rail, Roof Flush Mounting System—Structural Analysis 'male 68-MAXIMUM SPANS(in)-Roof Slope 7*to 2'7*-find one 3 (78.5" Max Module Length) 1fR100 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 esf 100 81 81 77 67 59 54 49 46 43 40 1 0 20 sf sf 8 1 77 105 78 78 77 67 59 54 49 46 43 40 110 74 74 74 67 59 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category 130 63 63 63 63 59 54 49 46 43 40 B 140 59 59 59 59 59 54 49 46 43 40 150 55 55 55 55 55 54 49 46 43 40 160 52 52 52 1 52 52 52 49 46 43 40 170 49 49 49 49 49 49 49 46 43 40 100 69 69 69 67 59 54 49 46 43 40 105 66 66 66 66 59 54 49 46 43 40 110 63 63 63 63 59 54 49 46 43 40 120 58 58 58 58 58 54 49 46 43 40 Category 130 54 54— 54 54 54 54 49 46 43 40 C 140 50 50 50 50 50 50 49 46 43 40 150 47 47 47 47 47 47 47 46 43 40 160 44 44 44 44 44 44 44 44 43 40 170 41 41 41 41 41 1 41 41 1 41 41 1 40 100 64 64 64 64 59 54 49 1 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 1 49 49 46 43 1 40_ D 140 46 46 46 46 46 46 46 46 43 40 150 43 43 43 43 43 43 43 43 43 40 160 40 40 40 40 40 40 40 40 40 40 170 1 38 38 38 38 38 38 1 38 1 38 38 3 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -16- lronRidge December 18, 2014 Mr. David F. Taggart Page 17 of 20 lronRidge XR 100 Rail, Roof Flush Mounting System—Structural Analysis Table 7B-MAXIMUM SPAhIS(in)-Roof Slope 28*to 45'-Wind Zone 1(78.5"" Max Module Length) X8100 Wind Ground Snow Load Rall Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf Rsf 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 Category 120 93 87 76 68 62 56 52 48 45 43 B 130 89 84 74 67 61 56 52 48 45 43 140 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 59 55 52 48 45 43 160 77 76 68 62 58 54 51 48 45 43 170 73 73 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 89 84 74 67 61 56 52 48 45 43 120 84 81 72 65 60 56 52 48 45 43 Category 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 57 53 50_ 48 45 44 1 42 100 89 85 74 67 61 56 52 48 45 43_ 105 87 83 73 66 61 56 52 48 45 43 110 84 81 72 65 60 56 52 48 45 43 120 79 78 69 63 59 55 52 48 45 43 Category 130 74 74 67 61 57 53 50 48 45 43 D 140 70 70 65 1 60 56 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 1 43 42 170 60 60 58 54 1 51 48 46 1 44 1 42 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -17- lronRidge December 18, 2014 Mr. David F. Taggart Page 18 of 20 lronRidge XRl 00 Rail, Roof Flush Mounting System—Structural Analysis Table 88- MAXIMUM SPANS(in)-aloof mope 28*to 45*-Wind Zone 2(785" Maxi oduie Length) X11100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf sf esf esf psf psf psf esf ---2sf 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 Category 120 93 87 76 68 62 56 52 48 45 43 B 130 88 84 74 67 61 56 52 48 45 43 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 55 52 48 45 43 160 73 73 68 62 58 54 51 48 45 43 170 69 69 66 61 57 53 50 48 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 52 1 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 1 170 59 59 59 57 1 53 50 48 45 44 42 100 89 85 74 67 61 56 52 48 45 43 105 85 83 73 66 61 56 52 48 45 43 110 82 81 72 65 60 56 52 1 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 1 1 170 55 55 1 55 54 1 51 1 48 1 46 1 44 1 42 . 1 41 1 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 lronRidge XR1 00 Rail,Roof Flush Mounting System— Structural Analysis Table 98-MAXIMUM SPANS(in)-Roof Slope 28`"to 45*-Wind Zone 3(78.5" hAax ModuRe Length) XR1OO Wind Ground Snow Load Rail Speed Exposure mph 0 psf 1020 30 40 50 60 70 80 90 psf sf esf psf esf esf Rsf Rsf 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 F78 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 Category 120 81 81 72 65 60 56 52 48 45 43 C 130 76 76 70 63 59 55 52 48 45 43 140 71 71 67 62 57 54 51 48 45 43 150 67 67 65 60 56 52 50 47 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59 59 57 53 50 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 55 55 55 54 51 48 1 46 44 42 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -19- fronRidge December 18, 2014 Mr, David F, Taggart Page 20 of 20 lronRidge X1.100 Rail, Roof Flush Mounting System—Structural Analysis Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=301st 2. Risk Category 1 3. Solar maximum module long dimension is 67,5 inches for Tables 1A-9A and 78.5 inches for Tables 113-913. 4. Provide 2 in. clear between roof and rail 5. End cantilever span (max)= 0.40 x maximum span from above tables 6. No rail splices in end spans 7. 'No rail splices in middle 1/3 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a worlananlike 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, fronRidge.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. �24 A, Respectfully yours, Oel/ 110/1' p � Cyt IJf "'` j 01 TR J. le" WAII-NE-11 CIVIL en Tres Warner,P.E. No.49432 Design Division Manager fir `1 is NAO- x,o Starling Madison Lofquist, Ine. Consulting Structural and Forensic Engineers -20- . _.., _. ins_ =T -.f:R.E.. AND CGN t -:_`_ REVISIONS &i o Ee..;,es REV. DESCRIPTION DATE APPROVED A INITIAL RELEASE 1 05/28/2014 SO Module Mounting System End Clamp VARIES XR100 Rail ::7 DETAIL B Module Mounting System SCALE 1 : 4 JB Mid Clamp VARIES VARIES A SLOPE I LFY I I I I I I I I I I I I PLAN VIEW DETAIL A SCALE 1:40 SCALE 1 : 4 .. SO 05/28/2014. L SM 05!28/2014A.50J R II ! XR100 ROOF MOUNT FLUSH EXHIBIT A - page 1 of 3 PRCHIFARY A 'g T 1,E 11L- !N T- XR 100 Rail L-FOOT F FLASHFOOT (Or Alternate flashing) ROOF FRAMING (BY OTHERS) DETAIL F SCALE 1 : 5 zdraL 1ROINRIDGE XR100 ROOF MOUNT FLUSH EXHIBIT A - page 3 of 3 -A_A Starling Madison Lofquist, Inc. 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602) 438-2505 ROC#291316 www.smieng.com IronRidge December 18, 2014 1495 Zephyr Ave page 1 of 11 Hayward, CA 94544 Attn: Mr. David F. Taggart,Vice President Products Subject: IronRidge F1ashFoot 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 F1ashFoot. The IronRidge F1ashFoot comprises an aluminum block and flashing plate. An L-Foot base is attached using a 5/16" lag screw with a 3 inch minimum embedment into a wood substrate. The wood substrate for the tests consisted of 1/2" CDX plywood over a 2x6 SPF #2 rafter with a specific gravity of 0.42. A full detail can be seen on the attached drawings. The testing data provided shows that the critical failure occurs in one of two ways, pullout of the lag screw from the base material or the shear failure of the L-Foot. Maximum allowable values for these failure conditions were derived using a safety factor of 3.0 on the lowest ultimate load provided by the testing. The maximum allowable uplift reaction of 717 lbs and the maximum allowable downslope (lateral)reaction of 341 lbs are based on the tested criteria. The allowable loads used to develop the tables below have been increased from the tested values above to reflect installation into a wood substrate with specific gravity of 0.50. The increase was determined using the ANSI/AF&PA NDS-2010 National Design Specification (NDS) for Wood Construction adjustment factor of 1 / 1-(0.50-G) where G is the tested specific gravity. Therefore,the maximum allowable uplift reaction is 779 lbs and the maximum allowable downslope (lateral) reaction is 370 lbs. The maximum allowable spacing of the FlashFoot for common load cases due to wind and snow are shown in Tables 1-9 below. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge December 18, 2014 Mr.David F. Taggart Page 2 of 11 IronRidge Flashing 7"able I" MAXIM( p (inches)..Wind Zone I g8I0 Rail Wind Ground Snow Load Flash Fool Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 70 61 51 45 40 36 33 30 29 27 105 70 61 51 45 40 36 33 30 29 27 110 70 61 51 45 40 36 33 30 29 27 120 70 61 51 45 40 36 33 30 29 27 Category B 130 70 61 51 45 40 36 33 30 29 27 140 66 61 51 45 40 36 33 30 29 27 150 62 60 51 45 40 36 33 30 29 27 160 58 58 50 45 40 36 33 30 29 27 170 55 55 1 49 44 1 40 36 1 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 1 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 1 46 46 1 42 38 1 35 33 30 29 1 27 100 70 61 51 45 40 36 33 30 29 27 105 68 61 51 45 40 36 33 30 29 27 110 65 61 51 45 40 36 33 30 29 27 120 60 59 50 45 40 36 33 30 29 27 Category D 130 56 56 49 44 40 36 33 30 29 27 140 52 52 48 43 39 36 33 30 29 27 150 48 48 47 42 39 36 33 30 29 27 160 45 45 45 41 38 35 33 30 29 27 170 1 43 1 43 1 43 1 40 1 37 1 35 1 33 1 30 1 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 I able 2- MAXIMUM SPANS (inches)-Wind Zone 2. Iii 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 45 40 36 33 30 29 27 120 56 56 51 1 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 36 33 30 29 27 160 43 43 43 43 40 36 33 30 29 27 170 40 40 40 40 1 40 36 33 30 1 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 1 41 40 36 33 30 29 27 150 38 38 38 38 38 36 33 30 29 27 160 36 36 36 36 36 36 33 30 29 27 170 34 34 34 34 34 34 33 30 29 27 100 53 53 51 45 40 36 33 30 29 27 105 50 50 50 45 40 36 33 30 29 27 110 48 48 48 45 40 36 33 30 29 27 120 44 44 44 44 40 36 33 30 29 27 Category D 130 41 41 41 41 40 36 33 30 29 27 140 38 38 38 38 38 36 33 1 30 29 27 150 35 35 35 35 35 35 33 30 29 27 160 33 33 33 33 33 33 33 30 29 27 170 31 1 31 1 31 1 31 1 31 1 31 31 30 1 29 1 27 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18,201.4 Mr.David F. Taggart Page 4 of 11 IronRidge Flashing iaable 3- MAXIMUM SPANS (Inches)_Wind Zone g1flail Wind Ground Snow Load Flash forst 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 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 42 42 42 40 36 33 30 29 27 140 39 39 39 39 39 36 33 30 29 27 150 37 37 37 37 37 36 33 30 29 27 160 34 34 34 34 34 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 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 1 27 27 27 27 1 27 27 1 27 27 1 27 27 100 43 43 43 43 40 36 33 30 29 27 105 41 41 41 41 40 36 33 30 29 27 110 39 39 39 39 39 36 33 30 29 27 120 36 36 36 36 36 36 33 30 29 27 Category D 130 33 33 33 33 33 33 33 30 29 27 140 31 31 31 31 31 31 31 30 29 27 150 28 28 28 28 28 28 28 28 28 27 160 27 27 27 27 27 27 27 27 27 27 170 1 25 1 25 25 25 1 25 25 25 25 1 25 1 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 11 IronRidge Flashing Table 4- MAXIMUM SPANS(inches) -Wind Zone I. 81.00 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 1 91 77 1 67 59 1 54 49 1 46 43 1 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 1 81 74 1 66 59 1 54 49 1 46 43 40 100 105 91 77 67 59 1 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 1 73 71 1 64 58 1 54 49 46 43 1 40 170 69 69 69 62 57 1 53 49 46 43 1 40 100 105 91 77 67 59 54 49 46 43 40 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 49 46 43 40 120 89 88 76 67 59 54 49 46 43 40 Category D 130 82 82 74 66 59 54 49 46 43 40 140 77 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 1 64 1 64 64 1 61 56 1 52 1 49 1 46 1 43 1 40 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge December 18, 2014 Mr.David F. Taggart Page 6 of 11 IronRidge Flashing I'aide 5- MAXIMUM SPANS (inches) -Wind Zone 2 X03.00 Rail Wind Ground Snow Load Qashoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 77 67 59 54 49 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category B 130 78 78 77 67 59 54 49 46 43 40 N4072 72 72 67 59 54 49 46 43 40 68 68 68 67 59 54 49 46 43 40 64 64 64 64 59 54 49 46 43 40 60 60 60 60 59 54 1 49 46 43 1 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 1 40 140 61 61 61 61 59 54 49 46 43 40 150 57 57 57 57 57 54 49 46 43 40 160 51 51 51 51 51 51 49 46 43 40 170 45 1 45 45 45 45 45 45 1 45 43 40 100 78 78 77 67 59 54 49 1 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 1 40 150 49 49 49 49 49 49 49 46 43 40 160 43 43 43 43 43 43 43 43 40 170 [7i4V3 1 38 1 38 1 38 1 38 1 38 1 38 1 38 38 38 Notes—see page ll 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 XR1OO Rail Wind Ground Snow Load ashfoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 46 43 40 110 74 1 74 74 1 67 59 1 54 49 1 46 43 1 40 120 68 68 68 67 59 54 49 46 43 40 Category B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 47 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 1 50 50 1 50 50 1 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 1 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 37 150 32 32 32 32 32 32 32 32 32 32 160 28 28 28 28 28 28 28 28 28 28 170 25 25 25 25 25 25 25 25 25 25 Notes—see page I 1 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- IronRidge December 18, 2014 Mr.David F. Taggart Page 8 of 11 IronRidge Flashing `able 7- MAXIMUM SP (inches). Wind Zone 1. X51000 Saul 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 1 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 1 60 56 1 53 170 107 107 97 86 77 70 64 1 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 1 87 77 70 64 60 56 53 150 103 103 95 85 77 70 64 60 56 53 160 96 96 93 84 76 70 64 60 56 53 170 1 85 85 85 82 1 75 70 1 64 60 1 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 53 120 117 116 99 88 77 1 70 64 60 56 53 Category D 130 1 109 109 97 86 77 70 64 60 56 53 140 101 101 95 85 77 70 64 60 56 53 150 93 93 93 83 76 70 64 60 56 53 160 81 81 81 81 75 69 64 60 56 53 170 72 1 72 1 72 1 72 1 72 1 68 1 64 1 60 1 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 11 IronRidge Flashing Table S_ MAXIMUM SEAMS (inches)-Wiind Zone 2 81000 Bail Wind Ground Snow Load FlashF:oot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 131 119 101 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 64 60 56 53 170 63 63 63 63 63 63 63 60 56 53 100 112 112 101 88 77 70 64 60 56 53 105 107 107 101 88 77 70 64 60 56 53 110 102 102 101 88 77 70 64 60 56 53 120 91 91 91 88 77 70 64 60 56 53 Category C 130 77 77 77 77 77 70 64 60 56 53 140 67 67 67 67 67 67 64 60 56 53 150 58 58 58 58 58 58 58 58 56 53 160 51 51 51 51 51 51 51 51 51 51 170 45 45 45 45 45 1 45 45 1 45 45 1 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 38 38 38 38 38 38 38 38 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 Tone 3 X1,000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 107 107 101 88 77 70 64 60 56 53 105 102 102 101 88 77 70 64 60 56 53 110 98 1 98 98 88 77 70 64 1 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 47 47 47 47 170 1 41 41 1 41 41 1 41 41 41 41 41 41 100 85 85 85 85 77 70 64 60 56 53 105 77 77 77 77 77 70 64 60 56 53 110 70 70 70 70 70 70 64 60 56 53 120 59 59 59 59 59 59 59 59 56 53 Category C 130 50 50 50 50 50 50 50 50 50 50 140 43 43 43 43 43 43 43 43 43 43 150 38 38 38 38 38 38 38 38 38 38 160 33 33 33 33 33 33 33 33 33 33 170 29 29 29 29 29 29 29 29 29 29 100 72 72 72 72 72 70 64 60 56 53 105 65 65 65 65 65 65 64 60 56 53 110 59 59 59 59 59 59 59 59 56 53 120 50 50 50 50 50 50 50 50 50 50 Category D 130 42 42 42 42 42 42 42 42 42 42 140 37 37 37 37 37 37 37 37 37 37 150 32 32 32 32 32 32 32 32 32 32 160 28 28 28 28 28 28 28 28 28 28 170 25 25 25 25 25 25 1 25 1 25 1 25 25 Notes—see page I 1 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- The Commonwealth of Massachusetts Department ofIndustrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 wivie.mass govIdia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apnfig&nt InformationPlease Prig 11 ibl Name (Business/Organization)lndividual): 4" fi Address: MV City/State/Zip: Phone AreFou an employer?Check thea propriate box: Type of project(required): l d I i. am a employer with 4. 1 am a generacontractor an 6. El New construction employees(full and/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or partner- listed on the attached sheet. 7. E]Remodeling ship and have no employees 'I'llese sub-contractors have 8. E]Demolition working for me in any capacity, employees and have workers' 9. [:]Building addition [No workers' comp.insurance comp.insurance, required.] 5. We are a corporation and its 10.[:]Electrical repairs or additions 3.[:] 1 am a homeowner doing all work officers have exercised their I LEI Plumbing 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 13.M other 56(6 f employees. [No workers' comp,insurance required.] *Any applicant that checks box#1 must also all out die section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. laittaiiei)iployerilial isprotpidiisgivorket,sleouipensatiotiiiistiranceforyi:yeritployt,es. Beloit,is thepolicy and job site information. �Pl"" /J Insurance Company Name: Arl, ' Policy#or Self-ins.Lic.0: Expiration Date: Job Site Address: 30 .,Ac,WL RD City/State/Zip:Poc4) AnJ&WUPA, 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 form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of Us statement may be forwarded to the Office of Investigatio"sf the DIA for in ,*ance coverage verification. I do he eby C rfibp lilt the' ams and penalties ofperjurp that the information provided above is true and correct. Signa lure el —ILI iL. Date: 701 PlioneWl . .Official use only. Do not oprile in this area,to be completed by city or tolvil official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6,Other Contact Person: Phone M ISSUING COMPANY Workers' Compensation OF ACE PROPERTY&CASUALTY INSURANCE NCCI CARRIER CODE and Employers Liability 12254 Insurance Policy ` Information Par POLICYNUMBER ❑ New ❑X Renewal ❑ Rewrite Symbol: NWC Number:C4 80 39 29 7 Individual Partnership Association PREVIOUS POLICY NO. Symbol: NWC Number: C47025266 ❑X Corporation ❑ Joint Venture ❑ Other Legal Entity Item 1. FAMERICAN CAPITAL ENERGY, INC. Inter/Intrastate ID No.: 913445422 Named 1001 PAWTUCKET BLVD. Insured SUITE 278 Federal Employer ID No.:201607413 LOWELL MA 01854 Mailing Address Employer's ID No.: PIIC CODE: 8999 For other named insured see Extension of Information Page—Schedule of Named Insured,WC 99 99 99 A For other workplaces see Extension of Information Page—Schedule of Other Workplaces,WC 99 99 99 B Item 2. Policy period: From 04-15-2015 To 04-15-2016 12:01 A.M., standard time at the named insured's mailing address. Item 3A. Workers'Compensation Insurance: Part One of the policy applies to the Workers'Compensation Law of the states listed here: CA,FL,MA,NH,NJ,NM,NY Item 3B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in Item 3A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 1,000,000 each accident l Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury by Disease $ 1,000,000 each employee C_ Item 3C. Other States Insurance: Part Three of the policy applies to the states, if any,listed here: ALL STATES EXCEPT ND,OH,WA,WY, AND STATES DESIGNATED IN ITEM 3.A Item 3D. This Policy includes these endorsements and schedules: See schedule of Forms and Endorsements WC999999D Item 4. The premium for this policy will be determined by our Manual of Rules, Classifications, Rates and Rating Pians.All information required below is subject to verification and change by audit. SEE EXTENSION OF INFORMATION PAGE—CLASSIFICATIONS If indicated here,interim adjustments of premium will be made: Minimum Premium collected in NJ $ 654. ❑ Semi-Annually ❑ Quarterly ❑ Monthly Total Estimated Premium $ 16355. Deposit Premium $ PRODUCER NAME AND MAILING ADDRESS NEWMARKETS INSURANCE AGENCYINC 436 WALNUT STREET PHILADELPHIA PA 19106 PRODUCER CODE: 271592 51-0391861 BOU MARKETING OFFICE: BOSTON BRANCH ISSUE DATE: 04/13/2015 Authorized Representative WC 00 00 01A(05/88) Copyright 1987 National Council on Compensation Insurance e volnelyw1owa"ea-al I'lla d/a/Jeha Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 -r Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 182429 Type: LLC Expiration: 6/19/2017 Tr# 267589 ACE RESIDENTIAL SOLAR LLC ERIC McLEAN 342 NORTH MAIN ST ANDOVER, MA 01810 Update Address and return card.Mark reason for change. Address [] Renewal F� Employment F] Lost Card SCA 1 =S 2011-05/11 d y?1 r0/1raraaurraf(///b registration valid for individul use only &y,.-' Office of Consumer Affairs&Business Regulation License or re g y = OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 182429 Type: Office of Consumer Affairs and Business Regulation 1 Expiration: 6/19/2017. LLC 10 Park Plaza-Suite 5170 -�-�-"' Boston,MA 0211b ACE RESIDENTIAL'SC�LRR LLC ERIC McLEAN 342 NORTH MAIN ST ANDOVER, MA 01810 Undersecretary Not valid without signature `Board of.Building Regulations and Standards Construction Supen•isor License: CS-086968 ; �..I P, JOHN V LANGTQK JR, 215 VERNON STY"M s WAKEFIELD MA 01880 Expiration Commissioner 10/10/2015 s ostia 6003594344' U S.Department of Latzor, h' Occupational Safety and Health Administration tr John La' ton has successfully completed a 30-hour OccupationalSafety and Health Training Course in Construction Safety&Health (Trauter) (Date) �