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P Y gg� Mechanical Properties Electrical Properties(STC') Cells 6 x 10 LG270S1C-A3 LG265S1C-A3 LG260S1C-A3 Cell vendor I.G Maximum power at STC(Prnpp) 2710 265 "On Cell type _ M olloc:ry5lalhna........ _...... _ .MPP voltage(Vmpp) 3i> 113. Cell dimensions 156 x 156 rnm/6 x 6 in MPP current(Irnpp) 1,r:,8 84ci S 38 kf of busbar -.... 3 _..... Open circuit voltage(Voc) .35.'� 38..3. 381 Dimensions(L x W x H) 1640 x 1000 x 35 mm Short circuit current(Ise) `?1 911 /05 64 57 x 39 37 x 1 38 in Module efficiency(%) S 5 162 15 4 Static snow load 5,100 Pa/113 psf Operating temperature(°C) Au— +9,,; Static wind load 2400 Pa/50 psf Maximum system voltage(V) 0 7;IEC1,6,-0 p.Jl-. Weight 16 8±O 11 kg/ 36.90 t l l lb Maximum series fuse rating(A) 1� - Connector type MC4 connector IP 67 Power tolerance(o) 0-+:3 Junction box IP 67 with 3 bypass diodes err V ,, ,<.1,1,1, Length of cables 2 x 1000 n1m/2 x 3937 in Glass High transmission tempered gl,lss Frame Anodized aluminu171 Electrical Properties(NOCT`) Certifications and Warranty LG270S1C-A3 LG265S1C-A3 LG260S1C-A3 Certifications IF C 61P15,IEC 61730-1/1'_,IFC 61701, Maximum power(Prnpp) i98 195 191 DI_G-Fokus Test"An 1 (n Frc=sl1t.111 MPP voltage(Vmpfi) 28.8 8b A 1703,1`o 9001 MPP current(Impp) F-84 671 6.7;8 Product Warranty 10 years Open circuit voltage(Voc) 357 3 ?53 Outputwananty of Pmax Short circuit current(Ise) 3`.+ ';A ._..__. Efficiency reduction c't.;5 I".....1,..�,�/. .r.,al 3�.;�,ri , it%'�.r f r;',:.;,,: (irorn 1000 WW 10 200 W/m') Temperature Coefficientsrr., r Pn , ,t•„- ,,,, � NOCT 150,;, 'C Pmpp -043 /°C Voc O 31 C Dimensions (mm/in) Ise Characteristic Curves I Dl.__. 0 1393T / ?L/O.Bi ......... ,,0—T” 1 1000 W or.1 a. n.) .Ae same f r ede f"am.. 9 vFOl3r n o 7 5 ry�lowl � ` 8 D.,1 no1,.q .. ........ ....... __.___. 800 W a/O.a, / I I I t W fl 5..- _. 134 1 ,I Q 200 W 1—/11 17 L I I E slo 0 5 10 Is 2(1 25 30 35 40 Voltage(V) - \ t?I.SIr10fi I,10 Isc PI y po Pmax - - J 1 , i —1 7 -I Tit o -40 P5 0 25 so 75 eo LG CI r'n¢s,Inc Pu perlfi:a ir-suh., _.ngp iL,,,.nnn z , g r s Good U I t ..`....l t y ol.lrcrl 5(, 11,, ► +� ................ ............. ...... ........ VARIES Mid Clamp End Clamp LU W > L/, Detail A-Mid Clamp to XRS Rail-Plan Detail B-End Clamp to Rail-Plan 3. 1'-0' 3• t'..0• SLOPE CA ftW ii Typical Flush Mount Array-Plan View Mid Clamp Solar Panel L-Foot lronRidge Rail Flashing Section-Flush Mount-Flat Roof 3/4"=V-0' Existing Roof Structure Section-Tift Mount-Flat Roof Detail C-Tycical Roof Connection Y"ngNy.Rail 314" 1'-W j .......... Mid Clamp End Clamp Section-Flush Mount-Sloped Roof .............. 314'=l'-O* VARIES ..........-- ................. .......... C E 21 ................ U U V IIES ...... AR Detail 0-Mid Clamp to Rail-Elevation (Detail E-End Clamp to Rail-Elev. 1 Typical Flush Mount Array-Elevation IR-2.01 ............... ....... EVALUATION REPORT (& IAW" Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)1,2,3,4.5 Load Direction Ultimate Load Test Load at Test Load at Calculated Allowable (see figure below) Test Value 0.250 inch 0.125 inch Fastener/Metal Design Load F.S.=3.0 deflection deflection Strength Uplift(Withdrawal) 7I5 11800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0,55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as inmost covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(C,,, and/or C,)in accordance with the National Design Specificatiod for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern fine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 21/. inches into the roof rafter by one 5116 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. EVALUATION REPORT" Report Number: 0248 Originally Issued: 09/2012 Valid Through: 0912013 TABLE 2:MATERIAL PROPERTIES Component Material Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 Lag Bolt 304 stainless steel ASTM A 240 L-foot Aluminum alloy 6063-T6 ASTM B221 Hex Cap Aluminum alto ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS 3 Figure l:Shoe Assembly Figure 4:Hex Cap t 4 Figure 2.Lag Bolt Figure S:Flashing i a:\ j V7�+. Figure 3:L-foot Page 4 of 4 EVALUATION REPORT . amw ......:::: Report Number: 0248 ry Originally Issued: 0912012 Valid Through: 0912013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)t 2,s,4,5 Ultimate Load Test Load at Test Load at Calculated Load Direction Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable (see figure below) F.S.=3.0 deflection deflection Stren th Design Load Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with ail of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(C., and/or C,)in accordance with the National Design Specification for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2%2 inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Uplift Lateral , Page 3 of 4 EVALUATION REPORT "`° Report Number: 0248 Originally Issued: 09/2012 Valid Through: 0912013 4.2 Installation Rain test data and thickness of aluminum flashing EZ Roof Mount must be installed using the 5/16 inch for submitte Flashing for Pipe Penetrations Acceptance (ICC-ES Criteria AC diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section instructions. Lag screw must penetrate into the roof 25, rafter a minimum of 2 % inches. Prior to installation,the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025. of the lag screw as required in Section 11.1.3 of the NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing bearing the name and address of te Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES nMarks r of C nforlmiitty,l and number, an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be installed full under the shingle up to the raised portion of the flashing to prevent water A p MO U E $ ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully ES against the roof shingles. Otherwise the water and wind performance may be impaired. TM 5.0 CONDITIONS OF USE IAPMO 40248 EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section 1.0 of this report subject to the following conditions: 5.1 EZ Roof Mount shall be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verify the imposed loads on the EZ Roof Mount assembly do not exceed the allowable loads contained in Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction where the work is constructed. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors (IAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT UAW Report Number: 0248 Originally Issued: 0912012 Valid Through: 09/2013 Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners REPORT HOLDER: 3.1 General Description EZ Roof Mount L-Foot Kit consists of 5 basic SunModo Corporation components: (1)shoe assembly with captive waterproof 1905 SE 51h St,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 1.0 EVALUATION SCOPE: 3.2 Materials EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1.00 • 2009 International Building Code® inches in height, it is held in place using one 5/16 inch • 2009 International Residential Code® diameter lag bolt that is 4 inch in length and made of • 2006 international Building Code® stainless steel. Flashing is fabricated from sheet 2006 international Residential Code® aluminum with dimensions of 10.0 inches in width, 12.5 inches in length and 0.04 inches in thickness. 1.2 Evaluated in accordance with: L foot is a 2.00 inch long unequal leg angle made from • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in 2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole • Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations(]CC-ES AC286),Approved April 2010 located in the center of the base leg. One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and is located 0.30 inches from the top edge of the vertical leg, which has a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design mount solar systems and other rooftop devices such as satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table 1 of this rafters underneath. report are based on allowable stress design (ASD). Adjustments to these values are required for wet EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or with production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55 vertical in 12 units horizontal. (Southem Pine). Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation. Page 1 of 4 Copyright 0 20`12 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed In the United States.No pen of this publication may be reproduced,stored in 1 10 lectronic retrieval system,or transmitted,in any torn or by any means,electronic,mechanical,photocopying,recording,or otherwise,without the Prior mmen pemtlssfon or the publisher.Ph:1-877-4fESRPT Fax;909.472.4 171-Web.W Iiamoee-om•$9111 East Philadelphia Street•Ontario,California 91761.2816—USA . MADELINE MOSER TIMOTHY PARSONS 1 526 WESTHAMPTON RDw ' . "" t FLORENCE, MA 01062 '° i HOUSE EXTERIOR WALL VISIBLE FROM ROAD UTILITY ACCESSIBLE & LOCKABLE AC DISCONNECT .t U Z� UTILITYMETER ' ' ff n,_,_ t . ,. MAIN ELECTRIC PANEL ' LOCATED IN BASEMENT .0� OF MOUNTED SOLAR ARRAY WITH _ 1 6X LG 270 W SOLAR MODULES 16X ENPHASE M250 SOLAR MICRO INVERTERS d x r Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 30, 2014 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Tim Parsons, 1526 Westhampton, MA: Structural assessment of existing garage roof to support proposed solar array. On August 28, 2014, I conducted a site visit and investigated the existing roof framing on the garage for the proposed PV panel installation. The roof framing of the 2008 structure are 2x4, Fink design roof trusses installed at 24" on-center, with a 7/12 pitch. The existing asphalt shingles are in excellent condition and will remain. I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of approximately 37 Ibs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one roof truss, 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, ©FR4 o DAVID A. G VREELAND m� CIVIL y David Vreeland, PE No.46317 Vreeland Design Associates GISTEQ� ��sS�QNAL 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS106113 License Number 11 Edward Ave. Southampton, Ma 01073 6/7/15 A s � Expiration Date r 413-247-6045 i re Telephone 1 9.Rnaist +redM#ttnt>Zrovelti#ErBCtflt2 Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 El eld, Ma 01038 7/14/15 Address Expiration Date 62 Tele hone413-247-6045 P SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.ML.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....... X7 No...... ❑ 11.- Ho lime wmr Exym (loon The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifics and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws andL `of Massachusetts General Laws Annotated. Homeowner Signature SECTIONS-DESCRIPTION OF PROPOSED WORK(check all apWiicalb New House ❑ Addition Replacement windows Alterations) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs M Decks [❑ Siding M Other[0 Brief Description of Proposed Work: Install 16 panels on the roof Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house artd t)I' to mIsOf M hoU$ft- 'CoMptete t1*fc owir KII- a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Madeline Moser 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. -"Z- Sig�n'atunfof Owner Date 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 penaltie f perjury. Ann Bron Print Name Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size -Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department,use only, Q 1 City of Northampton **Of Permit: ►5 Building Department Curb CuW06-4 yNrmit SEP 9 20�� 212 Main Street S�ISep}ieAlabir Room 100 tlltaterlteH Availability C'Plumbin Northampton, MA 01060 Two Sets of Strutrtural Plans Northam MA flj 413-587-1240 Fax 413-587-1272 Plot site Plans Ottw APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit Zone Overlay District BM st,oftbict CS District SECTION`2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Madeline Moser Timothy Parsons 1526 Westampton Rd.Florence,Ma 01062 Name(Print) Current Mailing Address: 413-250-1362 Telephone Sig at 2.2 Awhn i t: Northeast Solar Northeast Solar Name(Print) Current Mailing Address: Northeast Solar Signature Telephone SECTIQN 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com eted by rmit applicant 1. Building (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 =0 +2+ 3+4+5) 21,722 Cheek Number This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0331 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 Q PROPERTY LOCATION 1526 WESTHAMPTON RD MAP 41 PARCEL 074 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiny,Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 16 SOLAR PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106113 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO,I9 MTION PRESENTED: pproved 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 Demolition Delay Signature of Buil ing O icial 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. 1526 WESTHAMPTON RD BP-2015-0331 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:41 -074 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-2015-0331 Proiect# JS-2015-000611 Est. Cost: $21722.00 Fee: $130.33 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft.): 96049.80 Owner: PARSONS TIMOTHY V Zoning: Applicant' NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 1526 WESTHAMPTON RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () HATFIELDMA01038 ISSUED ON.•912212014 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED 16 SOLAR PANELS 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 9/22/2014 0:00:00 $130.33 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner