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Building Permit #322-16 - 30 JAY ROAD 9/14/2015
�l ,�• F NORT&f q BUILDING PERMIT ` TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION b O Permit NO: / Date Received °9 ._;,«. + � `����� AT Date Issued: ff �SSACHU MPORTANT: Applicant must complete all items.on this page LOCATION 3 0 J A q R O Print PROPERTY OWNER -�R�`C' C L_.AA/ Print MAP NO: _PARCEL: 16 ZONING DISTRICT: -----,Historic District yes no Machine Shop Village yes no 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 5r Other 0 Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer SOLAo s Identification Please Type or Print Clearly) , OWNER: Name: �ZTL I've.LEAr4i Phone: v Address: 30 3M RD CONTRACTOR Name: AMPhone: q�,`2.Z1-2Ql�6 ERTCA�U �!}PSth� �iER[�� Address: Supervisor's Construction License: Exp. Date: Home Improvement License: $a y Exp. Date: 1 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: $ is ,ZCt) FEE: $ OCheck No.: Receipt No.: : NOTE: Persons co tracti with unregistered contractors do not have acc o t gI ar zty fund ignature of Agent/Owner Signature of contracto __*_ r ,� ' f Location �— No, ` Date i . - TOWN OF NORTH ANDOVER 0 z UED . Certificate of Occupancy Building/Frame Permit Fee , $1 Foundation Permit Fee $L Other Permit Fee $ TOTAL $ Check U Building Inspector I . BUILDING PERMITo �"°oT"q TOWN OF NORTH ANDOVER o - . 0 APPLICATION FOR PLAN EXAMINATION h Permit No#: Date Received gSSACHUs���� Date Issued: IMPORTANT: Applicant must complete all items on this page -LOCATION. _ 3` _ Pnnt n x PROPERTY QINNER 'Print }` X100 Year Structure yes j no R MAP PARCELZONINGSDIS'TRICT Historic Districts ,.0 yes no `�.e . Machne�Slop Village yes' no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family 0 Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: 0 Demolition ❑ Other ❑ Septic ❑1/Vell ❑ Floodplain p Wetlands , d`1Natershed DiStnct` 'Water/Sewer , DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly 4 OWNER: Name: Phone: Address: Con°tra'ctor,'Name ,.;:_ Email E ; r - Address , Supervisor's_:Construction-Licerise Exp Date:*_ Home,Improvement License. ." Exp. ®ate: 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: $ FEE: $ Check No.: Receipt No.: NQ,-(-E: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor . -. _ . . - -- i 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 o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Li Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Li Building Permit Application a Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses Li Workers Comp Affidavit D Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract Li Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: 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 I must be submitted with the building application Doc:Building Permit Revised 2014 1 �! Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ �± TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS r HEALTH' Reviewed on Signature COMMENTS i Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE�DEPAR-TiMENT TernpDumpsterf onsite ,yes.: Located atI. 41Main;Streef Fire;Departmentsignature/date 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 NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Pennit Revised 2014 NORTH own of E ndover C(0 h ver, Mass, A_ COCMIct'amc c V 7,9 Q�R�rEo ►•P�,��(9 S U BOARD OF HEALTH Food/Kitchen PER MIT T D Septic System THIS CERTIFIES THAT � (of...........vxcw ,,,,,,,,,,,,, BUILDING INSPECTOR O ���- � Foundation has permission to erect .......................... buildings on .. —_ -- — _ _ — ........ .... �--� � Rough-� to be occupied as .............. ........L.. ...A.a..... ... ..........ilondp ....... ...�.�. ........... c provided that the person accepting this permit shall in every respect conform o the terms of the application inaI 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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR t UNLESS CONSTRU S Rough Service .......... .... .... BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. NORT1l Town of t Andover NO. - o h , ver, Mass �A COC NIC..WIC. I.gsOR�TEo l.P�`�,�5 V PERMIT T BOARD OF HEALTH Food/Kitchen ♦ Septic System THIS CERTIFIES THAT ................� !4.er..........Ac-1—iie. BUILDING INSPECTOR .............................................. TOR has permission to erect .......................... buildingson .. Foundation o..... .. .. .. ..... ............... to be occupied as ............. .,..O •' " Rough provided .... °..... ........... ....... ...�. �2...! Chimney p that the person accepting this permit shall in every respect conform'to t "cation l p he 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 Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU S Rough Service .... " BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. AMERICAN CAPITAL ENERGY Engineering) Procurement) Construction September 14, 2015 North Andover Building Department 1600 Osgood St Building 20,Suite 2035 North Andover, MA 01845 To Whom It May Concern: Enclosed in this binder are the following documents for your review. • Building Permit Application • HIC License • PV Drawing Package • Stamped Structural Review and Calculations • Stamped Flashing Review and Calculations • Racking Fire Rating Certification • UL 2703 Certification OSincerely, Eric McLean, P.E Executive V.P of Operations O USA:American Capital Energy,Inc.,360 Merrimack Street,Building 9 Entrance K Suite 202,Lawrence,MA 01843,Phone(978)221-20001 Fax(978)208- 0502 www.americancapitalenergy.com Page 1 of 1 OIronRidge December 18,2014 Mr.David F.Taggart Page 11 of 11 IronRidge Flashing Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk Category=1 3. Roof Slope=7 to 27 degrees 4. Solar panel long dimension=78.5 in 5. Minimum specific gravity of wood rafter=0.50 6. ASCE 7-10 Our analysis assumes that the connections And associated hardware are installed in a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. It is the responsibility of the contractor to verify that the quality of the roof framing meets the minimum properties used in the tests. Additional information is available at the IronRidge web site,IronRidge.com. Please feel free to contact me at your convenience if you have any questions. ORespectfully yours, gds t'Hq 12/18/14 ., r�`��• Airy`�y C 19' Tres J. Warner,P.E. Design Division Manager z 01 CA1.1F°¢ OStarling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -11- THIS EDGE TOWARDS ROOF RIDGE O ii 11 II ( 12.00) 1. i 11 1 11 11 (3.00 2 1 6 6.00 1 ( 12.00) 3 O 7 O 4 (3.28) .30) 1 1 (3.71 ) 1 1 5 ITEM NO. DESCRIPTION QTY DRAWN so 11-19-2013 1 LAG BOLT 5/16"-4 1/2" 18.8 SS 1 CHECKED snn 11-26-2013 D����ON����� O 2 5/16" EPDM BONDED WASHER 18.8 SS 1 ENG APPR. JA „_,6-20,3 3 SCL-101-3 1 MFG APPR. - 4 IR-GF-FLASHING 1 °" - - KIT, IRONRIDGE FLASH FOOT 5 IR-GF-SUPPORT 1 COA4MFNTS: (L-FOOT INCLUDED) 6 BOLT, 3/8-16 X 1"HEX CS SS 1 zE PART No.T A RF—FLSH-001 REV. 7 NUT, FLANGE HEX 3/8-16 SS 1 SCALr R�AWING SCALE:1:4 WEG"T 'Ili E 1OF1 8431 Murphy Drive Middleton,WI 63662 USA Telephone: 608.836.4400 O Facsimile: 608.831.9279 wm,lntertek.com lest Verification of Conformity 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 Resistance Rating: Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1,2 and 3,listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with 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-0058,51-5000-001 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-001r1, 101769343MID-001a, 101915978MID-001&101999492MID-001ar1-cr1. This 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,ll..Fire Resistance Title: Engineering Team Lead, Fire Resistance QJ Signature: Signature: � � Date: 03/30/2015 Date: 03/30/215 This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between lntertek and its Client.Intertek's responsibility and liability are Olimited to the terms and conditions of the agreement.lntertek assumes no liability to any party,other than to the Client in accordance with the agreement for any loss,expense or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the lntertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by lntertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material,product or service is or has ever been under an lntertek certification program. GFT-OP-11a(24-MAR-2014) AUTHORIZATION TO MARK IO 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 0(& us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is forthe exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement ofthe 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 O ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:24-Apr-2015 ED 16.3.15(1-Jan-13)Mandatory Intertek 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. 1495 Zephyr Ave 1495 Zephyr Ave Address: Hayward,CA 94544 Address: Hayward, CA 94544 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Or Dave Taggart Phone: (800)227-9523 Phone: (707)363-3025 FAX: (707)459-1833 FAX: (510)225-0975 Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CAJ Control Number: 4008377 Authorized by: for Thomas J.Patterson,Certification Manager EIL CLASSIFIED O COT)- us "I Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1,October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: XR Rails O ATM for Report 101541132LAX-002 Page 2 of 3 ATM Issued:24-Apr-2015 ED 16.3.15(Wan-13)Mandatory AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Products) 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 colao' Report Issuing Office: Lake Forest, CA _ �✓QI� Control Number: 4008083 Authorized by: for Thomas J. Patterson, Certification Manager EfL CLASSIFIED O US crtt�ao Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark Is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1,October 4,2010 Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: XR Rails O ATM for Report 101541132LAX-002 Page 3 of 3 ATM Issued:24-Apr-2015 ED 16.3.15(1-Jan-13)Mandatory Starling Madison Lofquist, Inc. O M.. Consulting Structural and Forensic Engineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602)438-2505 ROC#291316 www.smleng.com IronRidge December 18, 2014 1495 Zephyr Ave Page 1 of 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 O 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 1B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge December 18, 2014. Mr. David F. Taggart Page 2 of 20 O IronRidge XRl 00 Rail,Roof Flush Mounting System—Structural Analysis I i Table 1A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 1(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 122 104 88 82 73 66 61 56 53 50 105 122 104 88 82 73 66 61 56 53 50 110 122 104 88 82 73 66 61 56 53 50 120 122 104 88 82 73 66 61 56 53 50 Category B 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 1 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 O C 140 88 88 88 82 73 66 61 56 1 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 1 72 72 72 66 1 61 56 53 50 100 113 104 88 82 73 66 61 56 53 1 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 1 66 61 56 53 50 140 80 80 80 80 73 66 61 56 53 50 150 75 75 75 75 73 66 61 56 53 50 160 70 70 70 70 70 66 61 56 53 50 170 66 66 66 1 66 66 66 61 56 1 53 50 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- IronRidge December 18,2014 Mr. David F. Taggart Page 3 of 20 IronRidge XR100 Rail, Roof Flush Mounting System— Structural Analysis Table 2A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 2(67.5" Max Module Length) XR100 Wind 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 100 109 104 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 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 O 140 65 65 65 65 65 65 1 61 56 53 50 150 61 61 61 61 61 61 61 56 53 50 160 57 57 57 57 57 57 57 56 53 50 170 54 54 54 54 54 54 54 54 53 50 100 84 84 84 82 73 66 61 56 53 50 105 80 80 80 80 73 66 61 56 53 50 110 76 76 76 76 73 1 66 61 56 53 50 120 70 70 70 70 70 66 61 56 53 50 Category D 130 65 65 1 65 65 65 65 61 56 53 50 140 60 60 60 60 60 60 60 56 53 50 150 56 56 56 56 56 56 56 56 53 50 160 52 52 52 52 52 52 52 52 52 50 170 49 49 49 49 49 1 49 49 1 49 1 49 1 49 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18, 2014 Mr. David F. Taggart Page 4 of 20 OIronRidge XRI00 Rail, Roof Flush Mounting System—Structural Analysis Table 3A-MAXIMUM SPANS(in)-Roof Slope 00 to 6°-Wind Zone 3(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf 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 66 61 56 53 50 Category 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 51 51 51 51 51 51 50 100 73 73 73 73 1 73 66 1 61 56 53 50 105 70 70 70 70 70 66 61 56 53 50 110 67 67 67 1 67 67 66 61 56 53 50 120 61 61 61 61 61 61 61 56 53 50 Category 130 56 56 56 56 56 56 56 56 53 50 C 140 52 52 52 52 52 52 52 52 52 50 150 49 49 49 49 49 49 49 49 49 1 49 160 46 46 46 46 46 46 46 46 46 46 170 43 43 43 43 43 43 43 43 43 43 100 67 67 67 67 67 66 61 56 53 50 105 1 64 64 64 64 64 64 61 1 56 53 50 110 61 61 61 61 61 61 61 56 53 50 120 56 56 56 56 56 56 56 56 53 50 Category D 130 52 52 1 52 52 52 52 52 52 52 50 140 48 48 48 48 48 48 48 48 48 48 150 45 45 45 45 45 45 45 45 45 45 160 42 42 42 42 42 42 42 42 42 42 170 40 40 40 40 40 40 40 40 40 40 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18, 2014 Mr.David F. Taggart Page 5 of 20 QIronRidge XR100 Rail,Roof Flush Mounting System— Structural Analysis Table 4A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(67.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 112 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 B 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 1 64 58 1 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 72 64 58 53 49 46 43 Category C 130 96 95 82 72 64 58 53 49 46 43 r-y 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 1 76 69 63 58 53 49 46 43 170 74 74 74 67 62 57 1 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 1 103 97 83 72 1 64 58 53 1 49 46 1 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 43 170 68 68 68 65 60 56 53 49 46 43 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge t December 18, 2014 Mr. David F. Taggart Page 6 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 5A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(67.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 106 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 53 49 46 43 B 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 1 49 46 43 170 64 64 64 64 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 1 43 Category 130 71 71 71 71 64 58 53 49 46 43 C 140 66 66 66 66 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 55 55 55 55 1 55 55 53 1 49 46 1 43 100 1 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 1 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 1 53 53 1 53 53 53 53 53 49 46 43 170 1 50 50 50 1 50 50 50 1 50 1 49 46 1 43 Notes—see page 20 OStarling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18, 2014 Mr. David F. Taggart Page 7 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 6A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 3(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf PSf sf 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 B Category 130 68 68 68 68 64 58 53 49 46 43 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 1 43 100 74 74 74 72 64 58 53 49 46 43 105 71 71 71 71 64 58 53 1 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 1 44 44 1 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 1 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 1 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 1 43 43 170 1 41 41 41 1 41 1 41 1 41 1 41 1 41 1 41 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- IronRidge December 18, 2014 Mr. David F. Taggart Page 8 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 7A-MAXIMUM SPANS in -Roof Slope 28 to 45 -Wind Zone 1 67.5 Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 96 91 80 72 66 61 56 52 49 46 B 140 91 88 78 70 65 60 1 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 1 52 49 1 46 170 79 79 72 66 61 57 54 1 51 49 1 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 Category C 130 85 84 75 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 170 69 69 1 66 61 57 54 51 1 49 47 45 100 96 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 59 55 52 49 46 Category 130 80 80 1 72 66 61 58 54 1 52 49 1 46 D 140 75 75 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 170 1 64 64 62 1 58 55 52 1 50 48 1 46 44 Notes—see page 20 OStarling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- IronRidge December 18, 2014 Mr. David F. Taggart Page 9 of 20 OIronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 8A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 2(67.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 B 140 88 88 78 70 65 1 60 56 52 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 1 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category C 130 81 81 75 68 63 59 56 52 49 46 140 76 76 72 66 62 58 55 52 49 46 O 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 64 64 64 61 1 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 1 52 49 46 D 140 70 70 1 70 64 60 1 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 46 44 E Notes—see page 20 0 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -9 IronRidge December 18,2014 Mr. David F. Taggart Page 10 of 20 OIronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 9A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 3(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf sfsf sf sf sf sf 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 1 72 66 1 61 57 54 51 49 1 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 O 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 1 64 64 1 64 61 57 1 54 51 49 47 45 F]20 95 91 80 72 66 61 56 52 49 46 91 89 79 71 65 61 56 52 49 46 87 87 77 70 65 60 56 52 49 46 81 81 75 68 63 59 55 52 49 46 CategoryD 130 75 75 72 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 1 62 1 62 60 57 54 51 49 4745 170 59 59 59 58 55 52 50 48 1 46 44 Notes—see page 20 O Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- IronRidge December 18, 2014 Mr. David F. Taggart Page 1 I of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 1B-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 1(78.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf Psf Psf psf psf psf psf psf psf 100 114 97 82 76 68 61 56 52 49 46 105 114 97 82 76 68 61 56 52 49 46 110 114 97 82 76 68 61 56 52 49 46 120 114 97 82 76 68 61 56 52 49 46 Category 130 105 97 82 76 68 61 56 52 49 46 B 140 97 97 82 76 68 61 56 52 49 46 150 90 90 82 76 68 61 56 52 49 46 160 85 85 82 76 68 61 56 52 49 46 170 80 80 80 76 68 61 56 52 49 46 100 114 97 82 76 68 61 56 52 49 46 105 110 97 82 76 68 61 56 52 49 46 110 105 97 82 76 68 61 56 52 49 46 120 96 96 82 76 68 61 56 52 49 46 Category C 130 88 88 82 76 68 61 56 52 49 46 140 82 82 82 76 68 61 56 52 49 46 O 150 76 1 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 61 56 52 49 46 100 106 97 82 76 68 61 56 52 49 46 105 101 97 82 76 68 61 56 52 49 46 110 96 96 82 76 68 61 56 52 49 46 120 88 88 82 76 68 61 56 52 49 46 Category D 130 1 81 81 81 76 68 61 56 52 49 46 140 75 75 75 75 68 61 56 52 49 1 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 1 52 49 46 Notes—see page 20 OStarling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -11- IronRidge December 18, 2014 Mr. David F. Taggart Page 12 of 20 OIronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 2B-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 2(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 101 97 82 76 68 61 56 52 49 46 105 96 96 82 76 68 61 56 52 49 46 110 92 92 82 76 68 61 56 52 49 46 120 84 84 82 76 68 61 56 52 49 46 Category 130 78 78 78 76 68 61 56 52 49 46 B 140 72 72 72 72 68 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 1 59 59 56 1 52 49 1 46 100 85 85 82 76 68 61 56 52 49 46 P120 81 81 81 76 68 61 56 52 49 46 77 77 77 76 68 61 56 52 49 46 71 71 71 71 68 61 56 52 49 46 Category 66 66 66 66 66 61 56 52 49 46 C 61 61 61 61 61 61 56 52 49 46 O 150 57 57 57 57 57 57 1 56 52 49 46 160 53 53 53 53 53 53 53 52 49 46 170 50 50 1 50 50 50 50 50 50 1 49 46 100 78 78 78 76 68 61 56 52 49 46 105 75 75 75 75 68 61 56 52 49 46 110 71 71 71 71 68 61 56 52 49 46 120 65 65 65 65 65 61 56 52 49 46 Category D 130 60 60 1 60 60 60 60 56 52 49 46 140 56 56 56 56 56 56 56 52 49 46 150 52 52 52 52 52 52 52 52 49 46 160 49 49 49 49 49 49 49 49 49 1 46 170 46 46 46 1 46 1 46 46 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 OIronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 3B-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 3(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 81 81 81 76 68 61 56 52 49 46 105 77 77 77 76 68 61 56 52 49 46 110 74 74 74 74 68 61 56 52 49 46 120 67 67 67 67 67 61 56 52 49 46 Category 130 62 62 62 62 62 61 56 52 49 46 B 140 58 58 58 58 58 58 56 52 49 .46 150 54 54 54 54 54 54 54 52 49 46 160 50 50 50 50 50 50 50 50 49 46 170 48 48 48 48 1 48 48 1 48 48 48 1 46 100 68 68 68 68 68 61 56 52 49 46 105 65 65 65 65 65 61 56 52 49 46 110 62 62 62 62 62 61 56 52 49 46 120 57 57 57 57 57 57 56 52 49 46 Category C 130 52 52 52 52 52 52 52 52 49 46 140 49 49 49 49 49 49 49 49 49 46 O 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 1 40 40 40 1 40 40 1 40 100 1 63 63 1 63 63 63 61 56 52 49 46 105 60 60 60 60 60 60 56 52 49 46 110 57 57 57 57 57 57 56 52 49 46 120 52 52 52 52 52 52 52 52 49 46 Category D 130 48 48 48 48 48 1 48 48 48 48 46 140 45 45 1 45 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 37 37 37 1 37 37 37 37 37 1 37 37 Notes—see page 20 O Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -13- IronRidge December 18, 2014 Mr. David F. Taggart Page 14 of 20 OIronRidge XR100 Rail, Roof Flush Mounting System— Structural Analysis Table 4B-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(78.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 105 91 77 67 59 54 49 46 43 40 120 105 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 1 67 59 54 49 46 43 40 170 81 81 74 66 59 54 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 104 91 77 67 59 54 49 46 43 40 120 96 91 77 67 59 54 49 46 43 40 Category C 130 89 89 76 67 59 54 49 46 43 40 140 83 83 74 66 59 54 49 46 43 40 O 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 1 57 53 1 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 49 46 43 40 120 89 88 76 67 59 54 49 46 43 40 Category D 130 82 82 74 66 59 1 54 49 1 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 64 64 1 61 56 52 49 46 43 40 Notes—see page 20 OStarling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -14- IronRidge December 18, 2014 Mr.David F. Taggart Page 15 of 20 OlronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 5B-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(78.5" Max Module Legnth) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 1 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 1 64 64 64 64 59 54 49 46 43 40 170 1 60 60 60 60 1 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 61 59 54 49 46 43 40 O 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 1 51 51 49 46 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 1 61 61 59 54 49 46 43 40 140 57 57 57 57 57 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 50 50 50 50 50 50 49 46 43 40 170 1 47 47 47 47 47 47 1 47 1 46 43 40 Notes—see page 20 O Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -15- IronRidge December 18, 2014 Mr.David F. Taggart Page 16 of 20 OIronRidge XR100 Rail,Roof Flush Mounting System— Structural Analysis Table 6B-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 3(78.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 46 43 40 110 74 74 74 67 59 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 55 55 55 55 55 54 49 46 43 40 160 52 52 1 52 52 52 52 49 46 43 40 170 49 49 49 49 49 49 1 49 46 43 40 100 69 69 69 67 59 54 49 46 43 40 105 66 66 66 66 59 54 49 46 43 40 110 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 1 54 54 54 54 49 46 43 40 C 140 50 50 50 50 50 50 49 46 43 40 O150 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 1 41 41 41 41 41 1 40 100 64 64 64 64 59 54 49 46 43 40 105 61 61 61 61 59 54 49 46 43 40 110 58 58 58 58 58 54 49 46 43 40 120 54 54 54 54 54 54 49 46 43 40 Category 130 49 49 49 49 49 49 49 46 43 40 D 140 46 46 46 46 46 1 46 46 1 46 43 40 150 43 43 43 43 43 43 43 43 43 40 160 40 40 40 40 40 40 40 40 40 40 170 38 1 38 1 38 38 38 38 38 38 38 38 Notes—see page 20 0 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -16- IronRidge December 18, 2014 Mr.David F. Taggart Page 17 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 7B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 1(78.5"Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf sf 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 B 140 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 59 55 52 48 45 43 160 77 76 68 62 58 54 51 48 45 43 170 73 73 1 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 1 70 63 59 55 52 48 45 43 C 140 75 75 67 62 57 54 51 48 45 43 0 150 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 1 53 50 1 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 D 130 74 74 67 61 57 53 50 48 45 43 140 70 70 65 60 56 52 49 47 45 43 150 66 66 62 58 54 51 48 46 44 42 160 63 63 60 56 53 50 47 45 43 42 170 1 60 60 58 54 51 1 48 46 44 42 41 Notes—see page 20 o _ Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -17- IronRidge December 18, 2014 Mr. David F. Taggart Page 18 of 20 OIronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 8B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 2(78.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf psf psf psf psf psf psf psf 100 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 1 48 45 1 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 1 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 C Category 130 76 76 70 63 59 55 52 48 45 43 140 71 71 67 62 57 54 51 48 45 43 0 150 67 67 65 60 56 52 50 47 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59 59 57 1 53 50 48 45 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 1 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 1 58 1 58 56 53 50 47 45 43 42 170 55 55 55 1 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 OIronRidge XR100 Rail, Roof Flush Mounting System— Structural Analysis Table 96-MAXIMUM SPANS(in)-Roof Slope 280 to 450-Wind Zone 3(78.5" Max Module Length) XR100 Wind Speed Ground Snow Load Rail p Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf psf Psf psf sfsf Psf Psf psf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 88 84 74 67 61 56 52 48 45 43 B 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 1 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 1 59 55 52 48 45 43 C 140 71 71 67 62 57 54 51 48 45 43 O150 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 1 50 48 45 44 1 42 100 89 85 74 67 61 56 52 48 45 43 105 85 83 73 66 61 56 52 48 45 43 110 1 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 1 53 50 48 45 43 D 140 66 66 1 65 60 56 52 49 47 45 43 150 62 62 62 58 54 51 48 46 44 42 160 58 58 58 56 53 50 47 45 43 42 170 55 55 55 54 51 48 46 44 42 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -19- IronRidge December 18, 2014 Mr. David F. Taggart Page 20 of 20 OlronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk Category I 3. Solar maximum module long dimension is 67.5 inches for Tables IA-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 1/3 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and onot 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. j Respectfully yours, o TR 5 J.S9��N ` • • WARNER , CIVIL Tres Warner,P.E. No.49432 Design Division Manager '�Fo�I'lt wr FSSlONAL SAP 6tIS0114 0 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -20- n MATERIAL FINISH DIMENSIONS ARE IN INCHES ROPRIETARY AND CONFIDENTIAL REVISIONS f TGLERANCES: EINFORAIATION CONTAINED IN THIS OMWING IS THE SOLE PRDPERTYOF .XX: +/-.000 RORRIDGE INC.ANY REPROOUCiPN IN PART OR AS A WHOLE WRHOUT THE WRITTEN REV. DESCRIPTION LJ. DATE APPROVED ANG LES:+/-0.5° PERAASSN)N OF 6tONRIOGE INC.iSPROHIBRED. A INITIAL RELEASE 05/28/2014 SO Module Mounting System End Clamp VARIES XR 100 Rail :7' DETAIL B Module Mounting System SCALE 1 : 4 B Mid Clamp VARIES VARIES A SLOPE m PLAN VIEWDETAIL A SCALE 1:40 SCALE 1 : 4 DRAWN SO 05/28/201 A CHECKED 05/28/201 ENG APPR. - _ �/DA� I�R�a/N,RIDGE MFG APPR. - - Q.A. - COMMENTS: XR100 ROOF MOUNT FLUSH SIZE I DWG. NO. REV. EXHIBIT A - page 1 of 3 DO NOTA SCALE DRAWING SCALE:1:40 WEIGHT: SHi Ei I GF3 PROPRIETARY AND C TIAL THE INFORMATION CONTAINED IN THI IS THE SOLE PROPERTY OF IRONRIDGE INC.ANY REPRODUCTON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERLMSSION OF IRONRIDGE INC.IS PROHIBITED, MODULE MOUNTING SYSTEM END CLAMP D C E DETAIL E SCALE 1 : 5 FLASHFOOT (Or Alternate flashing) EXISTING ROOF STRUCTURE MODULE MOUNTING SYSTEM � GROUNDING MID CLAMP -, ROOFING - (BY OTHERS) It ROOFING FRAMING DETAIL D (BY OTHERS) SCALE 1 : 5 DETAIL C SCALE 1 : 4 Did ]RONRIDGE COMMENTS: XR100 ROOF MOUNT FLUSH SQE DWG, NO. REV. EXHIBIT A - page 2 of 3 DO NOT SCALE DRAWING SCALE:1:30 WEIGHT: s1IEe12 qF 3 PROPRIETARY AND C TIAL THE INFORMATION CONTAINED IN TH IS THE SOLE PROPERTY OF IRONRIOOE INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHODT THE WRITTEN PERMISSION OF MONRIME IHC.IS PROHIBITED. XR 100 Rail L-FOOT F FLASHFOOT (Or Alternate flashing) ROOF FRAMING (BY OTHERS) DETAIL F SCALE 1 : 5 � IRONRIDGE COMMENTS: XR100 ROOF MOUNT FLUSH SIZEDWG. NO. REV. EXHIBIT A - page 3 of 3 DO NOT A A SCALE DRAWING SCALE:1:30 WEIGHT: SHEEi30F3 sm_ Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 5224 South 3911 Street, Phoenix, Arizona 85040 tel: (602)438-2500 fax: (602)438-2505 ROC#291316 www.smleng.com IronRidge December 18, 2014 1495 Zephyr Ave page 1 of I 1 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 FlashFoot. The IronRidge FlashFoot comprises an aluminum block and flashing late. An L-Foot base is g p gp 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 Ogravity 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 F1ashFoot for common load cases due to wind and snow are shown in Tables 1-9 below. 0 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge December 18,2014 Mr.David F. Taggart Page 2 of 11 IronRidge Flashing Table 1- MAXIMUM SPANS(inches)-Wind Zone 1 XR10 Rail Wind Ground Snow Load Flash Foot Speed Exposure 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 51 145 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 1 55 55 49 44 40 1 36 33 1 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 1 60 59 1 51 45 1 40 36 1 33 30 29 27 140 56 56 49 44 40 36 33 30 29 27 O150 53 53 48 43 39 36 33 30 29 27 160 49 49 47 43 39 36 33 30 29 27 170 46 46 46 42 38 35 33 30 29 27 100 70 61 1 51 45 1 40 36 1 33 30 1 29 27 105 68 61 51 45 40 36 33 30 29 27 110 65 61 51 45 40 36 33 30 29 27 120 60 59 50 45 40 36 33 30 29 27 Category D 130 56 56 49 44 40 36 33 30 29 27 140 52 52 48 1 43 39 1 36 33 30 29 27 150 48 48 47 42 39 36 33 30 29 27 160 45 45 45 41 38 35 33 30 29 27 170 43 43 43 40 37 35 33 30 29 27 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- IronRidge December 18, 2014 O Mr.David F. Taggart Page 3 of 11 IronRidge Flashing Table 2-MAXIMUM SPANS(inches)-Wind Zone 2 XR10 Rail Wind Flash Foot Speed Ground Snow Load Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 67 61 51 45 40 36 33 30 29 27 105 64 61 51 45 40 36 33 30 29 27 110 61 61 51 45 40 36 33 30 29 27 120 56 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 40 36 33 30 29 1 27 100 57 57 51 45 40 36 33 30 29 27 105 55 55 1 51 45 40 36 33 30 29 27 110 52 52 51 45 40 36 33 30 29 27 120 48 48 48 45 40 36 33 30 29 27 Category C 130 44 44 44 44 40 36 33 30 29 27 140 41 41 41 41 40 36 33 30 29 27 150 38 38 38 38 38 36 33 30 29 27 160 36 36 36 36 36 36 33 30 29 27 170 1 34 34 1 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 1 30 29 1 27 Category D 130 41 1 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 1 31 31 31 31 31 31 1 31 1 30 1 29 1 27 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18, 2014 Mr.David F. Taggart Page 4 of 11 IronRidge Flashing Table 3-MAXIMUM SPANS(inches)-Wind Zone 3 XR10 Rail Wind Flash Foot Speed Ground Snow Load Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 55 55 51 45 40 36 33 30 29 27 105 52 52 51 45 40 36 33 30 29 27 110 50 50 50 45 40 36 33 30 29 27 120 46 . 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 1 27 160 34 34 34 34 34 34 33 30 29 27 170 32 32 1 32 32 32 32 1 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 1 27 120 39 39 39 39 39 36 33 30 29 27 Category C 130 36 36 36 36 36 36 33 30 29 27 140 33 33 33 33 33 33 33 30 29 27 150 31 31 31 31 31 31 31 30 29 27 160 29 29 29 29 29 29 29 29 29 27 170 27 27 1 27 27 1 27 27 27 27 27 27 100 43 43 43 43 40 36 33 30 29 27 105 41 41 41 41 40 36 33 30 29 27 110 39 39 39 39 39 36 33 30 29 27 120 36 36 36 36 36 36 33 30 29 27 Category D 130 33 1 33 33 33 33 33 33 30 29 27 140 31 31 31 1 31 31 31 31 30 29 27 150 28 28 28 28 28 28 28 28 28 27 160 27 27 27 27 27 27 27 27 27 27 170 25 1 25 25 25 25 25 25 25 25 25 Notes—see page 11 O Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18, 2014 Mr.David F. Taggart Page 5 of 11 IronRidge Flashing Table 4-MAXIMUM SPANS(inches)-Wind Zone 1 XR100 Rail Wind FlashFoot 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 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 105 91 77 67 59 54 49 46 43 40 120 105 91 77 67 59 54 49 46 43 40 Category B 130 105 91 77 67 59 54 49 46 43 40 140 98 91 77 67 59 54 49 46 43 40 150 91 89 76 67 59 54 49 46 43 40 160 86 86 75 67 59 54 49 46 43 40 170 81 81 74 66 59 54 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 104 91 77 67 59 54 49 46 43 40 120 96 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 1 69 69 69 62 1 57 53 49 46 1 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 1 54 49 46 43 40 Category D 130 82 1 82 74 66 59 54 49 46 43 40 140 77 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 40 160 68 68 68 62 57 53 49 46 43 40 170 64 64 64 61 56 52 49 46 43 40 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge December 18, 2014 O Mr.David F. Taggart Page 6 of 11 IronRidge Flashing Table 5- MAXIMUM SPANS(inches)-Wind Zone 2 XR100 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 77 67 59 54 49 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category B 130 1 78 78 77 67 59 54 49 46 43 40 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 54 49 46 43 40 160 64 64 64 64 59 54 49 46 43 40 170 60 60 60 60 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 61 59 54 49 46 43 40 a150 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 1 40 150 49 49 49 49 49 49 49 46 43 40 160 43 43 43 43 1 43 43 43 43 43 40 170 38 38 38 38 38 38 38 38 38 38 Notes—see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18, 2014 O Mr.David F. Taggart Page 7 of I 1 IronRidge Flashing Table 6- MAXIMUM SPANS(inches)-Wind Zone 3 XR100 Rail Wind FlashFoot 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 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 46 43 40 110 74 74 74 67 59 1 54 49 46 43 40 120 68 68 68 67 59 54 49 46 43 40 Category B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 47 47 47 47 47 47 47 46 43 40 170 41 41 41 41 41 41 41 41 1 41 40 100 69 69 69 67 59 54 49 46 43 40 105 66 66 66 66 59 54 49 46 43 40 110 63 63 63 63 59 54 49 46 43 40 120 58 58 58 58 58 54 49 46 43 40 Category C 130 50 50 50 50 50 50 49 46 43 40 140 43 43 43 43 1 43 43 1 43 43 43 40 150 38 38 38 38 38 38 38 38 38 38 160 33 33 33 33 33 33 33 33 33 33 170 29 29 29 29 29 29 29 29 29 29 100 64 64 64 64 59 54 49 46 43 40 105 61 61 61 61 59 54 49 46 43 40 110 58 58 58 58 58 54 49 46 43 40 120 50 50 50 1 50 50 50 49 46 43 40 Category D 130 42 42 42 42 42 1 42 42 42 42 40 140 37 37 37 37 37 37 37 37 37 37 150 32 32 32 32 32 32 32 32 32 1 32 160 28 28 1 28 28 28 28 28 28 28 28 170 1 25 25 25 25 25 25 25 25 25 1 25 Notes—see page 11 O Starling Madison Lofquist,Inc. ConsultingStructural and Forensic Engineers Inneers -7- IronRidge December 18, 2014 O Mr.David F. Taggart Page 8 of 11 IronRidge Flashing Table 7-MAXIMUM SPANS(inches)-Wind Zone 1 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf P P P P P P P P P P 100 138 119 101 88 77 70 64 60 56 53 105 138 119 101 88 77 70 64 60 56 53 110 138 119 101 88 77 70 64 60 56 53 120 138 119 101 88 77 1 70 64 1 60 56 1 53 Category B 130 138 119 101 88 77 70 64 60 56 53 140 128 119 101 88 77 70 64 60 56 53 150 120 117 100 88 77 70 64 60 56 53 160 113 113 98 87 77 70 64 60 56 53 170 107 107 1 97 86 1 77 70 64 60 56 53 100 138 119 101 88 77 70 64 60 1 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 1 70 64 60 56 1 53 140 110 110 97 87 77 70 64 60 56 53 150 103 103 95 85 77 70 64 60 56 53 160 96 96 93 84 76 70 64 60 56 53 170 85 85 85 82 75 70 64 1 60 56 53 100 138 119 101 88 77 70 64 60 56 53 105 133 119 101 88 77 70 64 60 56 1 53 110 127 1.19 101 88 77 70 64 60 56 53 120 117 116 99 1 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 1 70 64 1 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 1 72 72 72 1 72 72 68 64 60 56 1 53 Notes—see page 11 0 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- IronRidge December 18, 2014 O Mr.David F. Taggart Page 9 of 11 IronRidge Flashing Table 8- MAXIMUM SPANS (inches)-Wind Zone 2 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 131 119 101 88 77 70 64 60 56 53 105 125 119 101 88 77 70 64 60 56 53 110 120 119 101 88 77 70 64 60 56 53 120 110 110 101 88 77 70 64 60 56 53 Category B 130 102 102 101 88 77 70 64 60 1 56 53 140 93 93 93 88 77 1 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 1 77 70 64 60 56 53 O 140 67 67 67 67 67 67 64 60 56 1 53 150 58 58 58 58 58 58 58 58 56 53 160 51 51 51 51 51 51 51 51 51 51 170 1 45 45 45 45 45 45 45 45 45 45 100 103 103 1 101 88 77 70 64 60 56 53 105 98 98 98 88 77 70 64 60 56 53 110 91 91 91 88 77 70 64 60 56 53 120 77 77 77 1 77 77 70 64 60 56 53 Category D 130 65 65 65 65 65 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 O Mr.David F. Taggart Page 10 of 11 IronRidge Flashing Table 9- MAXIMUM SPANS (inches)-Wind Zone 3 XR1000 Rail Wind Ground Snow Load FlashFoot Speed Exposure mph 0 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf psf 100 107 107 101 88 77 70 64 60 56 53 105 102 102 101 88 77 70 64 60 56 53 110 98 98 98 88 77 1 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 1. 60 56 53 150 53 53 53 53 53 53 53 53 53 53 160 47 47 47 47 47 1 47 47 47 47 47 170 41 41 41 41 41 41 41 41 41 41 100 85 85 85 85 77 70 64 60 56 53 105 77 77 77 77 77 70 64 60 56 53 110 70 70 70 70 70 70 64 60 56 53 120 59 59 59 59 59 59 59 59 56 53 Category C 130 1 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 1 70 64 60 56 1 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 1 37 37 1 37 37 37 150 32 32 32 32 32 32 32 32 32 32 160 28 28 28 28 28 28 28 28 28 28 170 1 25 25 25 25 25 25 25 25 25 1 25 Notes—see page 11 O � Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- The Conimonivealtla of Massachusetts Department of Industrial Accidents Otf Office of Investigations 600 Washington Street Boston,MA 02111 wlv)v.mass gov/ilia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual); Address: A&1�M,*c( 97 f 'SRe- T ? City/S#ate/Zip: n 7 Phone#: -tel' Are on an employer?Check thea propriate box: Type of project(required).nera 4. 1 am a gel contractor and 1 1. I am a employer with� ❑ 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [3 Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' g ®Building addition [No workers' comp.insurance comp.insurance.# required.] 5. ® 10.❑Electrical repairs or additions re q We are a corporation and itsofficers have exercised their I L❑Plumbing repairs or additions 3.❑ I am a homeowner doing all work P myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no 5D 1G{ LV employees. [No workers' 13.®Other Ocamp.insurance required.] °Any applicant that checks box#1 must also fill out the 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. #Contractors 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. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acr:, )-)" e (to �� P Y f�� ,f ,� r! Policy#or Self-ins.Lic.#:_�� C 7 7ol 9 7 r� Expiration Date: Job SiteAddress:�30 3L4 RD + City/State/Zip:Poc4) An mi .10h 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 Iead 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 this statement may be forwarded to the Office of Investiga ' s f the DIA for in ance coverage verification. I do he eby rti t un 1111telins and penalties of perjury that the information provided above is trite and correct. Siena Date: Phone Official use onl3. Do not write in this area,to be completed by city or town official. OCity or Town: Permit/License N. Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Cleric 4.Electrical Inspector 5.Plumbing Inspector G.Other Contact Person: Phone M ISSUING COMPANY Workers'- Compensation ACE PROPERTY&CASUALTY INSURANCE NCCI CARRIER CODE and Employers Liability 12254 Insurance Policy �Q Information Par POLICY NUMBER ❑ New ❑X Renewal ❑ Rewrite Symbol: NWC Number.C4 80 39 29 7 PREVIOUS POLICY NO. 0 Individual ❑ Partnership ❑ Association 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. O The limits of our liability under Part Two are: Bodily Injury by Accident $ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit / Bodily Injury by Disease $ 1,000,000 each employee l 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 Plans.All information required below is subject to verification and change by audit. SEE EXTENSION OF INFORMATION PAGE—CLASSIFICATIONS If indicated here,interim ad'ustments of premium will be made: Minimum Premium collected in NJ $ 654. ❑ Semi-Annual) Quarter) ❑ Monthly Total Estimated Premium $ 16355. Y � Y Y 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 C" II r Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 OBoston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 182429 Type: LLC Expiration: 6/19/2017 Tr# 267589 ACE RESIDENTIAL SOLAR LLC1 ERIC MCLEAN 342 NORTH MAIN ST ANDOVER, MA 01810 Update Address and return card.Mark reason for change. - SCA 1 fia 20M-05/11 Address F-] Renewal [-] Employment Lost Card �p COowmtowwca&00�aacfc�e Q- 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: ;=182429 Type: Office of Consumer Affairs and Business Regulation Expiration:t-=6119%201:7, LLC 10 Park Plaza-Suite 5170 (7) Boston,MA 02116 ACE RES IDENTAL,S6U kLLCE=(;g ERIC MCLEAN r� 342 NORTH MAIN ST`S ANDOVER, MA 01810 Undersecretary Not valid without signature O O `Board of.Building Regulations and Standards Construction Supervisor License: CS-086968 JOHN V LANGT"JR =- ' 215 VERNON ST.: f WAKEFIELD MA 0188.0 Expiration Commissioner 10/10/2015 'r c OSHA 600359434 1 fJ.S.Department Of`=r Occupation8l Safety andt4e lth,Administration� John Langton has successfully completeda 30-hour Occupational Safety,and Health Training Course in Construction Safety$Health �1'e��r l2 ce 6681 8112 MR (Trainer)_ (Date)_� ,_+ CONFIDENTIAL THIS DRAWING AND ANY DATA DESCRIPTION.AND OTHER INFORMATION CONTAINED HEWN ARE COISWEREO AS PROPRIETARY AND THE DOC USIVE PROPERTY OF AMEMAN CAPITAL ENERGY INC.AND SHALL NOT BE PUBLISHM.REPRODUCED,COPIED.DISCLOSED.OR USED.IN WHOLE OR IN PART,FOR ANY PULSE WITHOUT THE DWRESS WRITTEN PERMISSION OF A DULY AUTHORIZED RE PRESS NTATNE OF AMERICAN CAPITAL ENERGY INC. 31 . 30 0. 57 1 2 3 4 5 6 7 8 100 O s a 14. 1315 . 50 15 14 13 12 11 10 9 a 16 17 18 19 20 ENPHASE M250-60-21-L-S22 27 . 07210-31OW INPUT POWER g0 • 48V MAX INPUT VOLTAGE • 1 .OA CONTINUOUS OUTPUT CURRENT • 16 UNITS PER 20A BRANCH CIRCUIT • MC4 CONNECTORS N UTILITY METER .ay" riin 3 . 28 UTILITY SERVICE D ISCONNECT u SWITCH s ` MAIN ELECTRIC ROOM - '' Yg WITH MAIN DISTRIBUTION y PANEL WITH PV BREAKER 5 . 38 s.. _ w 1 PV SOLAR " ARRAY .. F LG LG305N 1 C-B3 Pmax (W) Vmp (V) Imp (A) Voc (V) Isc (A) 41 305 32.50 9.39 40.10 9.93 3G0 Merrimack St.,Building 9,Entrance IC,Suite 202 rRAWN. AMERICAN CAPITAL ENERGY INC. MCLEAN RESIDENCE—30 JAY ROAD DWG#: AmERIGA1V DJRS BY APPROVED BY 3DESCRIPTION 0 JAY ROAD PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-I � CAPITAL ENERGY' Lawrence,MA 01843 DATE COPYRIGHT 2015 AMERICAN CAPITAL ENERGY, INC. Phone 978-221-2000 09/04/15 ALL RIGHTS RESERVED PV ARRAY LAYOUT REV 1.0 CONFIDENTIAL THIS ORAWNO AND MY DATA DESORIPTIOK AND O1NER NFORMOM OOMIIRIED HEREIN ME CONSIDERED AS PROPRUW AND 1 E DICLUSNE PROPERTY OF AMERICAN CAPITAL DOW N.AND SIAL NOT BE PUBUS EIX R04MOXM OOPED.DISCLOSED,OR USED.N WHOLE OR N PMf.FOR ANY PURPOSE WRNOVT TE 00'IE,SS WRIM PERMWION OF A DULY A MIORM REPRICS111JDOME OF AMERICAN CAPITA.DOW NC. 30 JAY ROAD • 5.00 KW AC • 6.100 KW DC • QTY(20) 305W PANELS • 20 X 25OW MICRO—INVERTERS NEW PV PRODUCTION `�J RW= METER 120 NIC POWER CAM JUNCTIO X #1 NEW UTILITY NET METER JUNCTI X /2 (EXISTING UTILITY REVENUE METER SOCKET) TT 1 13 11 a DmIIIS; U)16700 6 N1C Mf%4 US I23MIC NEW 40A AC UTILITY 60A 3'PV MODULES MORN D- 41RSON ms N NODULES DISCONNECT SWITCH (LOCATED ADJACENT TO #11 DA MICRO-INVERTER MICRO-INVERTER NEW UTILITY METER) � X11 2 MICRO-INVERTER MICRO-INVERTER » Li N #2 #12 HOUSE PANEL BOARD (200A. 240\0 MICRO-INVERTER MICRO-INVERTER » 200x4 #3 #13 NEW PV LOAD CENTER (60A. 24OVAC) MICRO-INVERTER » MICRO-INVERTER TO #4 X14 TO EXISTING EXISTING LOADS LOADS MICRO-INVERTER + MICRO-INVERTER • #5 #15 MICRO-INVERTER MICRO-INVERTER #6 #16 r MICRO-INVERTER » MICRO-INVERTER #7 #17 MICRO-INVERTER • MICRO-INVERTER » #8 #18 MICRO-INVERTER • MICRO-INVERTER S9V r4X19 MICRO-INVERTER MICRO-INVERTER 010 #20 DESCRIPTIDWG#: AMERICAN CAPITAL ENERGY INC. MCLEAN RESIDENCE-30 JAY ROAD 1Zty1J✓HIGAN DRAWN BY APPROVED BY ON +c , 360 Merrimack St.,Building 9,Entrance K,Suite 202 JRS 130 JAY ROAD PV ARRAY ROOF MOUNTED SOLAR ARRAY PV-2 08 CAPITAL. ENERGY Lawrence,MA 01843 DATE COPYRIGHTI 2015 AMERICAN CAPITAL ENERGY, INC. Phone 978-221-2000 04 15 ALL RIGHTS RESERVED SINGLE LINE DIAGRAM REV 1.0 CONFIDENTIAL TM DRAWN°AND ANY 00DDWWWK AND OTIDI NPDRIIATON OMM MD MEN ARE 0016DD M AS PROPMMM AND TE OOCLUM PROPMM OF NIUMM GPM%L DUM N-AND WALL NOf BE PU61IMM ROVODUM 00111M DISMASID.OR USM N WNOIE OR N PARE,FOR ANY PURPOSE WfAMUf TE OIPRM WRf M PERM M OF A DULY NJINOR=RD SDIGANE OF AI OMM CAPITAL DOW W. IRONRIDGE .25 MID CLAMP WEEB—DMS 10 83 GROUNDING / CLIP 1/4-20 SS B FLANGE NUT 1/4-20 X 2° SS IRONRIDGE HEX CAP BOLT XRS RAIL MODULE MID CLAMP © FRAME 31 MID CLAMP DETAIL 2176 NOT TO SCALE) ° WEEB-DMS INSTALLATION DETAIL +± (NOT TO SCALE) I 31 I I FLASHING 1 RAFTERS END CLAM I 1349 , 3e .6 s RAIL MODULE /4 20 X 2" SS FRAME 1HEX CAP BOLT L—FOOT MOUNTING Q RAIL 34 63 l END CLAMP r ..—.—FLASHING DETAIL rib _ (NOT TO SCALE) TYPICAL MODULE INSTALLATION DETAIL NOT TO SCALE) L-FOOT AND FLASHING INSTALLATION DETAIL NOT TO SCALE) DRAWN 13Y APPROVED BY I DESCRIPTION rr AMERICAN CAPITAL ENERGY INC. MCLEAN RESIDENCE-30 JAY ROAD DWG#: AMERICAN JRS 30 JAY ROAD PV ARRAY 360 Merrimack St.,Building 9,Entrance K,Suite 202 ROOF MOUNTED SOLAR ARRAY PV-3 CAPiTAL ENERGY Lawrence,MA 01843 DATE COPYRIGHTi 201$ AMERICAN CAPITAL ENERGY INC. Phone 978-221-2000 09/04/15 ALL RIGHTS RESERVED RACKING DIAGRAM REV 1.0 I.