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37-064 (4) IronRidge January 21, 2013 Mr. William Kim Page 5 of 5 Standard Rail, Roof Flush Mounting System—Structural Analysis Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Roof slope=7 to 27 deg. 3. Occupancy Category=I 4. Solar panel long dimension= 67.5 in 5. Provide 2 in. clear between roof and rail 6. End cantilever span(max)= 0.40 x maximum interior span 7. No rail splices in end spans 8. No rail splices in middle 1/3 of interior spans 9. Single simple span(s). Tabulated values may be increased for multiple continuous spans. Contact IronRidge. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the"IronRidge Standard Rail Installation Manual"by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, �,,�x, t,a ,„ Yr,cr siA � s. TFiS .l. r_ Tres J. Warner, P.E. o Chill.f( ( --1 Design Division Manager o Flo.49432 f., b n x - )--t Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5 - ' IronRidge January 21, 2013 Mr. William Kim Page 4 of 5 Standard Rail, Roof Flush Mounting System—Structural Analysis Table 3 - MAXIMUM SPANS (inches) - Roof Wind Zone 3 Standard Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 112 112 103 94 83 75 69 64 60 57 90 106 106 103 94 83 75 69 64 60 57 100 96 96 96 94 83 75 69 64 60 57 Category B 110 93 93 93 93 83 75 69 64 60 57 120 86 86 86 86 83 75 69 64 60 57 130 80 80 80 80 80 75 69 64 60 57 140 74 74 74 74 74 74 69 64 60 57 150 69 69 69 69 69 69 69 64 60 57 85 96 96 96 94 83 75 69 64 60 57 90 91 91 91 91 83 75 69 64 60 57 100 82 82 82 82 82 75 69 64 60 57 110 79 79 79 79 79 75 69 64 60 57 Category C 120 73 73 73 73 73 73 69 64 60 57 130 68 68 68 68 68 68 68 64 60 57 140 63 63 63 63 63 63 63 63 60 57 150 59 59 59 59 59 59 59 59 59 57 85 88 88 88 88 83 75 69 64 60 57 90 84 84 84 84 83 75 69 64 60 57 100 76 76 76 76 76 75 69 64 60 57 110 73 73 73 73 73 73 69 64 60 57 Category D 120 67 67 67 67 67 67 67 64 60 57 130 62 62 62 62 62 62 62 62 60 57 140 58 58 58 58 58 58 58 58 58 57 150 54 54 54 54 54 54 54 54 54 54 Notes—see page 5 i Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -4- ' IronRidge January 21, 2013 Mr. William Kim Page 3 of 5 Standard Rail, Roof Flush Mounting System— Structural Analysis Table 2 - MAXIMUM SPANS (inches) - Roof Wind Zone 2 Standard Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 137 123 103 94 83 75 69 64 60 57 90 130 123 103 94 83 75 69 64 60 57 100 118 118 103 94 83 75 69 64 60 57 110 114 114 103 94 83 75 69 64 60 57 Category B 120 105 105 103 94 83 75 69 64 60 57 130 97 97 97 94 83 75 69 64 60 57 140 91 91 91 91 83 75 69 64 60 57 150 85 85 85 85 83 75 69 64 60 57 85 117 117 103 94 83 75 69 64 60 57 90 111 111 103 94 83 75 69 64 60 57 100 100 100 100 94 83 75 69 64 60 57 110 97 97 97 94 83 75 69 ; 64 60 57 Category C 120 90 90 90 90 83 75 69 64 60 57 130 83 83 83 83 83 75 69 64 60 57 140 77 77 77 77 77 75 69 64 60 57 150 72 72 72 72 72 72 69 64 60 57 85 108 108 103 94 83 75 69 64 60 57 90 102 102 102 94 83 75 69 64 60 57 100 93 93 93 93 83 75 69 64 60 57 110 90 90 90 90 83 75 69 64 60 57 Category D 120 83 83 83 83 83 75 69 64 60 57 130 77 77 77 77 77 75 69 64 60 57 140 71 71 71 71 71 71 69 64 60 57 150 67 67 67 67 67 67 67 64 60 57 Notes—see page 5 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- . IronRidge January 21, 2013 Mr. William Kim Page 2 of 5 Standard Rail, Roof Flush Mounting System— Structural Analysis The maximum allowable spans for common load cases are shown in Tables 1, 2 & 3 below. Table 1 - MAXIMUM SPANS(inches) - Roof Wind Zone 1 Standard Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 147 123 103 94 83 75 69 64 60 57 90 147 123 103 94 83 75 69 64 60 57 100 147 123 103 94 83 75 69 64 60 57 110 147 123 103 94 83 75 69 64 60 57 Category B 120 141 123 103 94 83 75 69 64 60 57 130 131 123 103 94 83 75 69 64 60 57 140 122 120 101 94 83 75 69 64 60 57 150 115 115 99 93 83 75 69 64 60 57 85 147 123 103 94 83 75 69 64 60 57 90 147 123 103 94 83 75 69 64 60 57 100 135 123 103 94 83 75 69 64 60 57 110 131 123 103 94 83 75 69 64 60 57 Category C 120 121 119 101 94 83 75 69 64 60 57 130 112 112 99 92 83 75 69 64 60 57 140 105 105 96 90 82 75 69 64 60 57 150 98 98 94 88 81 75 69 64 60 57 85 145 123 103 94 83 75 69 64 60 57 90 138 123 103 94 83 75 69 64 60 57 100 125 121 102 94 83 75 69 64 60 57 110 121 119 101 94 83 75 69 64 60 57 Category D 120 112 112 98 92 83 75 69 64 60 57 130 104 104 96 90 82 75 69 64 60 57 140 97 97 94 88 81 75 69 64 60 57 150 90 90 90 86 79 74 69 64 60 57 Notes—see page 5 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- SN/L. Starling{ Madison Lofquist, Inc. �. o r)5 ti I( F n ,! C. t r ti i I i,F i a t ,? %, (i C (} 1 f'1} G t( A. 7' f: f d i'{.' ! 5224 South 39th Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 www.smleng.com IronRidge January 21, 2013 1435 Baechtel Rd. Page 1 of 5 Willits, CA 95490 Attn: Mr. William Kim, Chief Executive Officer Subject: IronRidge Standard Rail, Roof Flush Mounting System—Structural Analysis Dear Sir: We have analyzed the IronRidge Standard Rail for the subject solar panel 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 7-05 Min. Design Loads for Buildings & Other Structures International Building Code, 2006 & 2009 Editions Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective March 1, 2011 by ICC-ES Aluminum Design Manual, 2005 Edition The IronRidge Standard Rail is an extruded aluminum section with an overall depth of 3.00 in. and a net area of 0.807 sq.in. The rails are used to support solar panels, typically, on the roof of a building. 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 panels are at the same slope as the underlying roof structure. See Exhibit A—attached. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. 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CS6P-235/240/245/250/255P Electrical Data STC CS6P-235P CS6P-240P CS6P-245P C S6P-250PICS6P-255P Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Temperature Characteristics Optimum Operating Voltage(Vmp): 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%1°C I 9 0 Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A I Temperature Coefficient Voc -0.34%PC Open Circuit Voltage(Voc) 36.9V 37.OV 37.1 V 37.2V 37.4V I Isc 0.065%/"C Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45+2'C Module Efficiency 14.61% 14.92°,0 I---15.23% 15.54% i 15.85% Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(UL) Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification : Class A irradiance of 1000w/m'to 200w/m' Power Tolerance 0-+5W (AM 1.5,25'C) Under Standard Test Conditions(STC)of irradiance of 1000W/re' spectrum AM 1.5 and cell temperature of 25'C Engineering Drawings NOCT CS6P-235P CS6P 240P CS6P 245P C56P-250P CS6P 255P! Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V { 27.5V - Optimum Operating Open Circuit Voltage Voc)Current(Imp) 33.9V 34.0V 34.1V 6.60A 4.2V 34.4V I T I I w P I M,. Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A II I l T l ICI l Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 20°C, wind speed 1 m/s Mechanical Data in Mrk i I I Cell Type Poly-crystalline 156 x 156mm,3 or 4 Busbars W W L Cell Arrangement 60(6 x 10) I_� L � L i ITLETTI Pk Dimensions 1638 x 982 x 40mm 64.5 x 38.7 x 1.57m ( ) Weight 194 Tempered g I TT7 ill y �jl��h-III Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy 1 J-BOX IP65 or IP67,3 diodes 1 Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors MC4 or MC4 Comparable Standard Packaging(Modules per Pallet) 24pcs Module Pieces per container(40 It.Container) 672pcs(40'HQ) I-V Curves (CS6P-255P) 1 t'l t S4 I TT�I 1, _i _ . .. . .„ , , �I 4 i,, 0. IL 1 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006.Canadian Solar has cell manufacturing capacity solar systems, Canadian Solar delivers solar power of 1.5GW and module manufacturing capacity of 2.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters I 545 Speedvale Avenue West Guelph i Ontario Ni K 1 E6 I Canada Tel:+1 519 837 1881 Fax:+1 519 837 2550 inquire.ca @canadiansolar.com www.canadiansolar.com EN.RFV 3.52 Copyright a 2013 Canadlen Sol.r Inc. .6 Phillips Enterprises - Northeast Solar 149 Easthampton Rd,Northampton MA 01060 182x CS6P-250w Canadian Solar Modules, 4 Sub Arrays 2x PVI-20TL-480 20kW inverters • � ; ♦, t ,<, Off Production Meter ., . a te° • • • • `0. ♦111, go •.:. ' . -,at, .,611 '. t `n, Main Panel . _ 800A Breaker, 800A Bus '4. A, lin IllEffli _ , . /7 _ Box Transformer: Utility Accessible 480V, 277,4W AC Disconnect: .` >' y Visible from road Vreeland Design Associates An integrative approach to design engineering and site planning Date: November 12, 2013 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Phillips Enterprises, 108 East St,Northampton: Structural assessment of existing roof assembly of 60' wide Morton storage building to support proposed solar array. On November 5, 2013, I conducted a site visit and investigated the existing roof framing in the area of the proposed PV panel installation. The existing roof girder trusses are 7'-6" on-center, and are constructed with Southern Pine; 2x12, 1950 Fb,top chord and 2x12, 2250 Fbbottom chord. The top chord is at a 4/12 pitch. 2x4 select structural southern pine at 20" on-center are used as purlins between the trusses. I have reviewed the mounting details for the proposed array. Based on the specified PV panel unit weight of 42 lbs, with the attachment points of the array placed on the roof truss or a maximum of 2' from the ends of the 2x4 purlins the existing roof framing is adequate to support the proposed PV array. Please contact me if you have any questions or need additional information. Sincerely, ��\,tH OF so c' DAVID A. % cam VREELANa 2 CIVIL David Vreeland, PE No.46317 Vreeland Design Associates Ago 6'01 TE.0�w`r F's/ONAI ENG� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Patrick Phillips , as Owner of the subject property hereby authorize Northeast Solar to act on my behalf, in all matters relative to work authorized by this building permit application. 10/18/2013 Signature of Owner// j / �. ° Date Ann Bronner Northeast Solar as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Ann Bronner Print Nam- ���� 10/18/2013 ignature o>O, -r/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS106113 License Number 11 Edward Ave Southampton, Ma 01073 06/07/2015 ddress Expiration Date (413) 247-6045 ature �" Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No 0 al Versionl.7 Commercial Building Permit May 15,2000 ;7 ) i U Department use only 'r It CI` of Northampton Status of Permit: 111; 1\101 i B ilding Department Curb Cut/Driveway Permit 14 2013 / a/ 212 Main Street Sewer/Septic Availability Electric f Room 100 Water/Well Availability r^.r y.. J N•rthampton, MA 01060 Two Sets of Structural Plans -;p(lr t., -587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 149 Easthampton Rd. Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Phillips Enterprises 149 Easthampton Rd. North mApton, Ma 01060 Name(Print) Current Mailing Address: Signature Tine 2.2 Authorized Agent:- Id ,,26 J� c) K � � /a6 J/i� I- 4 1th/ ( ci'-7 149 Easthampton Rd. Northampton, Ma 01060 Name(Print) Current Mailing Address: (413) 586-5860 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $161,678.00 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = 1 +2+3+4+5 '6 b Gc) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 .5P www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): NorthEast Solar Design Address: 136 Elm St . City/State/Zip: Hatfield, Ma . 01038 Phone #: 413 -247-6045 Are you an employer? Check the appropriate box: Type of project(required): 1.© I am a employer with 9 4. n I am a general contractor and I employees (full and/or part-time).* have hired the sub contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [' Demolition working for me in any capacity. employees and have workers' g Y P Y 9. IT Building addition [No workers' comp. insurance comp. insurance. required.] 5. n We are a corporation and its 10.0 Electrical repairs or additions 3.17 I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.1 Roof repairs insurance required.] t c. 152, §1(4), and we have no Solar employees. [No workers' 13.n Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t I lomeowners 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: Hanover Insurance Policy #or Self-ins. Lic. #: WHN 5715134-0 2 Expiration Date: 4/8/15 Job Site Address: 149 Easthampton Rd. City/State/Zip: Northampton, Ma Attach a copy of the workers' compensation policy declaration page(showing the policy nuiiii3Pr6Sid 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 this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify • :, and penalties of perjury that the information provided above is true and correct. Si.nature: �� ,I Date: 11/12/13 Phone#: 413 -24 -6045 Official use only. Do not write in this area, to be completed by city or town 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#: File#BP-2014-0623 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0 PROPERTY LOCATION 149 EASTHAMPTON RD MAP 37 PARCEL 064 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out / //2 I #174o Fee Paid `7f' �J min& Typeof Construction: INSTALL ROOF MOUNTED SOLAR PANELS New Construction 1 q' --- Non Structural interior ren tions Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106113 3 sets of Plans/Plot Plan THE FOL WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management - - o 'tio Delay gnature of Bur di g Officia Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 149 EASTHAMPTON RD BP-2014-0623 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37-064 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2014-0623 Project# JS-2014-001050 Est. Cost: $161678.00 Fee: $970.07 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 451717.20 Owner: PHILLIPS WILLIAM L TRUSTEE Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 149 EASTHAMPTON RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Workers Compensation HATFIELDMA01038 ISSUED ON:11/18/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 182 ROOF MOUNTED SOLAR PANELS45.5KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 11/18/2013 0:00:00 $970.07 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner