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05-019 (8) r `r E,t�. � s tvdechanical Prc;perfies Electrical Pmpettie<_.(5TC'') ____ -- Cells 30oW 295W 290W 285W 280W Cell vendor I C Maximum power Pmax(W) 300 Z?5 Z � ""I"` Cell type I� ,�{. .f all n�-. -� MPPvaltage'✓mpp IV) 32� -119 '118 316 ?l Cell dimensions Cell busbar 3 MPP current Impp(A) ?4? 43'.i 919 X 97 _ _....... _ Open circuitvolla aVoc 4 ;•a1 .393 34.E 'QU 3S'.-, Front cover „Lrs I -g. (') - _ _ _ Dimensions(L x W x H) 161f Shoff circurt current isc(A) 1l") r✓. 0 q-c.i> y�Se; Static load „1'7U I"is"ocv). Module efficiency M 3 13.�_.. 1 (. I it 1-ia Px(: -ail__ Operating temperature('C} Weight lx•?.+(1 ,Ier) Maximum vol faga(V) 1000 Connector type 1A CA-o t=,r 11= Fr7 - Maximum series fuse ratiny(A) Ir Junction box I( t,7 v;1{h h of cables Power tolerance Frame /:rte=Il;a-i ils.��rJ n Certificn ions and\1�arraniy Certiflcat ons IFc 71-P-17, c121 Il r.17 !, 2 E.l erica)Properbi,s(NOCT3) nl I;AS I°r 1C 300 W 295 W 290 W 285W 280 W UL 1703 Maxirnurn power(Prnpp) _2:1 =16 P13 37r,, _,J16 Product warranty 1!x,�:�r= _ _. - MPP vollage:(Vmpp) - Oufpi.rt Warranty of Pmax MFP current(Impp) `rl II ar warranty 71' 1Lit� mar e ,r Open circuit volfe9e(Voc) 3�.5 3r.;3 36? 3r:.rJ 359 Short circuit current(Isc) a O8 7 'SO 7,80 770 Tempet-ttute.0oefficienis Efficiencyreductfion < r✓ _� ...� _ P .,. ...�....e..._,. ....� Co--n loin ro^now(,I1 NOCT t ,+ Pm _.. 1 I r: I r i< d r. ,n r, m:,,-• -�s�,l -r�l., - r „ m C r — vac 9 ti Isc _.. f,0; I t• IL l �: Dnnensinns (mm) Char'Ic.teristic Curves ...... ......._.. ze tol r000w ;c --- 1 n 0 75(v ii j 600 W 4-10 W r fli . 20D'lf �xl < cr \ 0 FD 0. I 1 \Ill= 0 5 10 1, 20 75 30 3S I� -00 rr 1� I ? lao i � E — Sn I ' I i ' coo .m:.. .........._ .. �."-- OY.O Pmax ` Po I 10 -25 n >S h0 75 1 I_I�� rI�FI � 1 R1 &, F I I ,p- I I ' i. R a n G- r I it l VARIES Mid Clamp End Clamp— iRONRIDGE W R. or ..21M. ",, '. 7 9 � w/1b,G95aW Detail A-Mid Clamp to XRS Rail-Plan Detail B-End Clamp to Rail-Plan r SLOPE 3"=1'-0" 3"=P Q" Rom sd;.n CA 9450 Typical Mush Mount Arrav-Plan view Mid Clamp Solar Panel _«__....._____..._..._._...._._.. w.. i L-Foot i' Nutinuw Sbxdl Rwv Tmiq�trpn vxlrl iJ _ 4FmITRICq - SYYSIanEOb lronRidge Rail--/ Flashing Section-Flush Mount-Flat Roof Ei.orq P"d a arayvuY;lun 3!4"=i'-0' Existing Roof Structure!_;. ....r_..__.�-"r--. Section-Tik Mount-Flat Roof Detail C-Typical Roof Connection J _ 314"=1'-0" 3" T-0" - Mid Clamp End Ciampi Section-Flush Mount-Sloped Roof 3/4"=1'-0" - ._ VARIES --- - - Ropr G4pYF —'— _C D E ._. .... ..... PmUVq ;iROelblM<ti W"R •TYayWwOyo- -_ J—VARIES -_,, a.wm.ioi E ww R"„s Detail D-Mid Clamp to Rail-Elevation Detail E-End Clamp to Rail-Elev - - " Ev .arrr xJt', Typical Flush Mount Array-Elevation IR-2.01 ; 3/4"=1'-0" EVALUATION REPORT Report Number: 0248 Originally Issued: 0912012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)LL3,4.s Load Direction Ultimate Load Test Load at Test Load at Calculated Allowable see figure below Test Value 0.250 inch 0.125 inch FastenerJMetal (see ) F.S.=3.0 deflection deflection Stren ttt 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 all ofthe 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 Natiolial Design Specificatiotii 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'/z 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. ateral EVALUATION! REPORT (U 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 alloy ANSI/AA A380.0 Flashin Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS I Figurel: Shoe Assembly Figure 4:Hex Cap } Figure 2:Lag Bolt Figure S:Flashing i Figure 3:L-foot Page 4 of 4 EVALUATION REPORT Report Number: 0248 " Originally Issued: 09/2012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF 14OUNT L-FOOT HIT(ibs,)''I''4'S Load Direction Ultimate Load Test Load at Test Load at Calculated Allowable Test Value 0.250 inch 0.125 inch Fastener/Metal (see figure below) F.S.=3.0 deflection deflection Strength Design Load Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes I. Allowable load values are based on the least value from the ultimate load of three tests(strength linrit),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 iu dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in 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 %: 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. Uplift Lateral Page 3 of 4 EVALUATION REPORT um Report Number: 02411 _. Originally Issued: 09/2092 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 bRoofdFlashing for r 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 '/z 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 inserted into its lead hole by turning with a wrench and 7 0 IDENTIFICATION not driving by a hammer. A die-stamp label in the flashing bearing the name and address of the Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES manufacturer, Ma Marks rof Conformiitty I and bthis 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 ingress under the shingle. No portion of the flashing a P MO U E s should be bent upward; the flashing must rest fully E S against the roof shingles. Otherwise the water and wind performance may be impaired. TM 5.0 CONDITIONS OF USE IAPMO#0248 EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report compiles 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 i Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Mangers and Miscellaneous Connectors(IAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Number: 0248 Originally Issued: 0912012 Valid Through: 09/2013 Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners REPORT MOLDER: 3.1 General Description EZ Roof Mount L-Foot Kit consists of 5 basic 1906 SE 51h Corporation components: (1) shoe assembly with captive waterproof 1905 SE 5`"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 3.2 Materials 1.0 EVALUATION SCOPE: 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 1.2 Evaluated in accordance with: inches in length and 0.04 inches in thickness. 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(ICC-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. (Southern 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 M 2012 by Intemational Association of Plumbing and Mechanical Officials.Ail rights reserved.Printed fry the Uniled States.No Pan of this publication may be reproduced,stored in an electronic retrieval System,of transmitted,In any form or by any means•electronic,mechanical,phoiocopying,rewrdfng,or otherwise.Wlhoul the prior millen penmisslon of the publisher.Ph:1-877-41ESRPT•Fax:909.472.4171•Web:yNm laomoe;oyr•$001 East Philadelphia Street•Oniano,Califomla 9176r-2816—USA (Z Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 19, 2015 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland. P.E. Vreeland Design Associates Re: Richard Carnes, 277 Audubon Rd, Leeds, MA: Structural assessment of existing house and garage roofs to support proposed solar arrays. On 3/6/15, we conducted a site visit and investigated the existing roof framing in the area of the proposed PV panel installations. The cape style house was constructed in 1965 and the garage at a later date. The existing house rafters are 2x6 installed at 16" on-center, spanning 12'-6"with a roof pitch of 10/12 for the main roof with a supporting kneewall and a shed dormer with 2x6 rafters installed 16" on-center, spanning 1 1'-9" with a 2.75/12 pitch. 2x6 ceiling joist tie the dormer rafters back to the main house rafters. Five (5) solar panels will be mounted on the dormer roof. The roof framing of the 24' wide attached garage are 2x8 installed at 16" on-center, spanning 12', with a roof pitch of 10/12. 2x8 floor joists are attached to the rafter tails and prevent the roof from spreading. 15 solar panels will be mounted to garage roof. I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of 371 lbs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one rafter, the existing roof framing is adequate to support the proposed PV arrays on both the dormer and garage roofs. Please contact me if you have any questions or need additional information. Sincerely, J�A OF 4( DAVID A. yG - < vnr=El_Arv0 rn mJ CIVIL David Vreeland, PE NQ'4631z Vreeland Design Associates p� c'ISTE�'��e.4'� '��OMAI Eca� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 s �Y'� tST��M��x�,�l��. y�1��1(�. 'i' r �r�f��sy#:L7`� f9A .�r�r$B1/��'r(�rk{Mp�, ��•-..°. i A xy setx.., Ve m Main electric panel in basement J�Q, ��g�c1�t/ �a�-� City of Northampton Richard Carnes �� Building Department 277 Audubon Rd 212 Win onP ,AAA®190 Leeds, Ma 01053 NortnetMntonast The Commonwealth c f Massachusetts Print Form Department of Industrial Accidents 04� Office of Investigations t t _ 1 Congress Street, Suite 100 "01 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield, Ma 01038 Phone #:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.2 I am a employer with 10 employees(full and/ 5. ❑ Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7• ❑ Office and/or Sales(incl. real estate,auto, etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8• ❑Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per a. 152, §I(4),and we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]* 4.F1 We are a non-profit organization,staffed by volunteers, 11•❑ Health Care with no employees. [No workers' comp. insurance req.] 12.0 Other *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#l. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:277 Audobon Rd City/State/Zip: Leeds, Ma 01053 Policy#or Self-ins. Lic.#WHN 5715134-02 Expiration Date:4/8/1 Attach a copy of the workers' compensation policy declaration page(showing the policy number and exprration 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 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. do hereby certify,under the pains and penald o perjury that the information provided above is true and correct. Signature: Date:11/13/14 Phone 4:413-247-604 O.17cial 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. Licensing Board 5.Selectmen's Office 6. Other Contact Person: Phone#: www.mass.gov/dia SECTION 8-CONSTRUCTION SERVICES 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS 10 6113 License Number 11 Edward Ave . Southampton, Ma 01073 6/7/15 Address Expiration Date 413--247-6045 Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 Elm St . Hatfield, Ma 01038 7/14/15 Address Expiration Date Telephone 413-247-6045 SECTION 10-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....... )ILI No...... ❑ 11. - Home Owner Exemption 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"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ED Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [[7 Siding[O] Other[[23] Brief Description of Proposed Work: Install 20 Solar electric panels on residence 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 and or addition to existing housing, complete the following: 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 Richard Carnes 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. Signature of Owner Date I, Ann Bronner 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 Name Signature of Owner gent 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 parkin #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW YES 0 IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. CWL Department use only Citv of Northampton Status of Permit: Itk i Department Curb Cut/Driveway Permit r_�__--------- ain Street Sewer/Septic Availability om 100 Water/Well Availability l MAY 2 2 2��lbrth on, MA 01060 Two Sets of Structural Plans phone 413-587-1 40 Fax 413-587-1272 Plot/Site Plans i on' Other Specify; A Aowy T1 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 277 Audobon Rd Map Lot unit Leeds, Ma 01053 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Richard Carnes 277 Audobon Rd, Leeds Ma 01053 Name(Print) Current Mailing Address: 413-584-01053 Telephone Signature 2.2 Authorized Agent: Northeast Solar 136 Elm St. Hatfield, Ma 01038 Name(Print) Current Mailing Address: a 413-247-6045 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit 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) 29,040 1 Check Number � This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-1167 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 277 AUDUBON RD MAP 05 PARCEL 019 001 ZONE RR000)/WP(8)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out - k P74, o� q Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 20 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 INFORMATION 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 Demolitio Delay /c SW !V Sig ature of Buildmg Official 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. 277 AUDUBON RD BP-2015-1167 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 05 -019 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-2015-1167 Proiect# JS-2015-002189 Est. Cost: $29040.00 Fee: $174.24 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 273992.40 Owner: CARNES RICHARD CHARLES&EMMA JANE zoning: RR(100)/WP(8)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 277 AUDUBON RE) Applicant Address: (Phone: Insurance: 136 ELM ST (413) 247-60450 Liability HATFIELDMA01038 ISSUED ON.61212015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 5 KW 20 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 6/2/2015 0:00:00 $174.24 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner