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05-029 (9) Main electric, panel in basement' Bryce E Stockwell 240 Audubon Rd Leeds, Ma 01053 Northeast Poly-crystalline Type ........ . Nominal output(Pmpp) W 230 233 235 238 240 245 250 Voltage at Pmax(Vmpp) V 30:1 30.3 30.3 30.4 30.5 30.7 j 30.9 Current at Pmax(Impp) A 7.7 7.7 7.8 7.8 7.9 8.0 8.1 Open circuit voltage(Voc) V 37.1 37.3 37.4 37.4 37.7 38.0 383 ' Short circuit current(Isc) A 8.2 8.2 8.3 8.3 8.3 8.4 8.6 Output tolerance +3/-0 No.of cells&connections PCs 60 In series Cell type 6"Poly-crystalline silicon Module efficiency % 14.2 14.4 14.5 14.7 14.8 15.2 15.5 Temperature coefficient of Pmpp %/K -0.43 -0.43 -0.43 -0.43 -0.43 -0.43 -0.43 Temperature coefficient of Voc %/K -0.32 -0.32 -0.32 -0.32 -0.32 0.32 0.32 Temperature coefficient of Isc OWK 0.048 0.048 0.048 0.048 0.048 0.048 0.048- -X All data at STC(Standard lest Conditions)Above data may be changed without prior notice Mono-crystalline Type Nominal output(Pmpp) W 245 248 250 255 260 265 Voltage at Pmax(Vmpp) V 30.3 30.3 30.5 30.8 31,0 31.2 Current at Pmax(Impp) A 8.1 8.2 8.2 8.3 8.4 8.5 Open circuit voltage(Voc) V 37.4 37.5 37.5 37.7 37.8 37.9 Short circuit current(Isc) A 8.6 8.7 8.7 8.8 8.9 9.0 Output tolerance % +3/-0 No.of cells&connections PCs 60 In series Cell type 6"Mono-crystalline silicon-' Module efficiency % 15.2 15.3 15.5 15.8 16.1 16.4 Temperature coefficient of Pmpp %/K -0.45 -0.45 -0.45 -0.45 -0.45 -0.45 Temperature coefficient of Voc %/K -0.33 -0.33 0.33 0.33 0.33 0.33 Temperature coefficient of Isc %/K 0.032 0.032 0:032 0.032 0.032 0.032 X All data at ST(_(Standard Test Conditions)Above data may be changed without prior notice Module Diagram I (unit:mint,inch) I-V Curves f;l CunentfAl 10( B e_51033"I Incid.irmd=IXKKIWi 1000-09.37'7 1,000 mm 139.37'7 DETAILA t Op tngCell7 am [ 4m'ABLE& 4--ABLE& z Operating Cell7 p=25'C C d0 Operating Celli p=45'C ONNECTOR CONNECTOR - SSS _- 1 Operas ng CENT my-65C k i Ir a s 10 Is M is 3 0 35 10 m Voltage[l GROUND MARK Q 8 0.317 Curi t1At [1/1 ffi o m d.)w..a,=118owi add lga�=100oW(m' DETAIL a °dlrad=90owl. " 4x042 ._ z In Mt-d=800W/m'"'_ GROUND HOLE 6°12.0."1 110.43 16.6(0.65") a. In ld.t,d=700 W/1 " j1,l 939 36.97" c- l 0 4 „ 7.8 0.07") 3 C A 30(138 1 CeStemp.=25'C OR 983 3670" C' `-245.5 9.66"I SECTION C-C' a s 10 11 zo zs 30 35 Voltage JVl .. .. ............. ,_ ..... „., Installation Safety Guide 46°C±2 Only qualified personnel should install or perform maintenance. 40-85°C Be aware of dangerous high DC voltage. DC 1,000V(IEC); Do not damage or scratch the rear surface of the module. Dc 600V(UL) Do not handle or install modules when they are wet. 15A [Printed Date:April 20131 Sales&Marketing 'e>fiq,-ced nnmn vtsncaP:ce-ted 2^ FL,Hyundai Bld 9,75,Yul ok-ro,Jon no- u,Seoul 110-793,Korea HYUNDAI F$C Tel:+82-2-746-8406,7422 Fax:+82-2-746-7675 HEAVY INDUSTRIES CO.,LTD. hd'ec Camp - end jamp..-,. „e "I ONRIOGE q j •� �"V' �, -+s .°:.• qew 1 M1.id `a_±rnR,ra XRs E'•_ag-Plan i T�:ic p Solar P.et a 4 a Pi —�......._w„.yae as �.'°-•:.r j7s y,ri'a�.r�+anu«•.w ,� v S ,I imuRidqe Rod —Flashing Sawttcn- Existing Root Swur—#ut#; Sea -TIt I nt,Flat Roof X 1'-(r „s.aemawztau.. hid Clamp...., End Ciarrm... _ 1, it Section FRJSCI �+-VA S tw: w D it C -C tef Elam try RaiC-a vaaion OeWI E-End Clamp ra R Elev. . rtrat Frs,s, . �arrt arr ,r Eisti , Ifs-2,01 x t EVALUATION REPORT t Report Numbers 0248 Originally Issued: 0912012 Valid Through- 09(2013 TAI31:.rI;+ I. ALLC)WAllIX LOADS FOR E7 ROOF M?Cli!t't T I.,-FOO I Load Direction Ultimate head Test Lund at Tfst Load at Calculated Allowable (see figure WOW) Pest Value 11.259 Inch 0.125 inch Fasten er/l%t etal Design.t Lad ES-3.f1 defleetion deflection 5tt•en tlt Uplift(Withdrtraval) - 715 1,800 695 3411 340 l'attral 2611 240 13 0 153 130 Notes 1. ,allowable load values are based m,the least value from the ultimate laud of three tents(strength 1410),tested load at€t.1 25 inch deflection(deflection limit),calculated(astener crspacity(ivit3tclrtil+a1 or tateral)f.ir vvvad with a specific gravity 0(0.55(Southern Piue)or allowable:stress of the ahtutinum 1.,40ot connector. 1 Allowable load values ate b=ased on Ittmhe-r with all of the following characteristics- a. Located in drys s£rvice,conditions where the moisture content dries opt exceed 191.16 for an extended period of time such as in most co ve ed stni(Aures. l), Located m,here it clogs not experienct;sustaitred vxj; osure to elevated temperatures that exceed I0(r F. rot-any other c unditions,allowable table values shall be multiplied by the related ad ustmot factor(s)(C aod,ior 4,)in acc€lix1ance with the Natiolial Design Specification fat'i'ood Consiruction(NDS-03). 3, Allowable load values are leased on lumber with s specific gravity of 0.:55(Southern Pine or equal). 4. Allowable load values for withdrai.Aal are based on a minimum penetration of 2 Y, inches into the roof rafter by Otte 5s16 inch x A inch hang stainless steel lag scretu. 5. Allowable values may nol he increased for load duration in accordance with Section 1113.2 ofthe NDS-€15. ` ateml EVA-LUATION REPORT Report Numben 0248 Originally Issueds 0912012 Valid'1Throughz 0912013 _ TASLE 2:MATERIAL PROPERTIES �aaanp�aaa�aat a�. ,._. SIM Alaaatainuaaa a11u.�NSt,'A3W _. Wacefkmf 41t3.5(er_. .. _ EPVN �v thwdutometef riata f60 �w Lta Bult al stalaaless stee{ASTM A 240 _ L-Font Aluminum allay 6063-T6 AS TAI B2)l n liw� He t C€aL' .Y. Aluaaairaann alloy,AINS11AA A380,0 hlasl2ia 4lt��tt�tust�E ally 1Q�t AST NI B209„ . EZ ROOF MOUNT COMPONENTS I "T Figure 1:Shape A seaaahly Figure 4,Ilex Cap Figuie'2 Lag 11olt Figure S Flash€ag r f igm-e 3:L-foal Page 4 of 4 EVALUATION ION tEPORT Roport Numbers 0241 Originally Issued: 0912012 Valid Through; 0912013 TABLE I.- ALLOWABLE I,t ADS FOR hZ ROOF MOUNT L-FOO I'IOT tum)t`�'' Load Direction Ultimate.i,t>►t1 Test boot at Test Lead at Calculated Test volue 9.250 inch 0.125 Inch FastenerfMetal Alhtwwastrle (see figure t below) ))est II. -3.0-3.0 tlellectiott dellectiou Strett ill n Load Uplift(Withdrawal) 715 1,800 695 340 '340 Lateral 260 240 _. 13(1 153 130 Noted 1. AHowvable.(read wlues are maser!on tlae least value from the Ultimate load of three tests(sirength limit),tested load at 0 125 inch dellection(deflection lineit),calctelatr:d fastener captivity(withdrawal or lateral)for wood with a specific:gravity of 055(Southern fine)or allowable stress oftlte alamintttel 1.-foot conucetor, 2. Allowable ivad values are based on harnber w hh till of'the follcawving c.ha eteristics. tt, Loeatcd in di-y service conditions where tlta:moisture content does not exceed 19%for an extended period o titttr:steclr as in tteust covered slructttres. b. Located wvltere it dues not experience smtaitwd exposure to ele:votil teruperattrrec tital"ceed low, E 1--or any other-Conditions'.tallc)wval Ie table values shall be multiplied by the related adjustment favtotfs)(C, aud,i'or C,)in accamtdance with the Natkmal I3eslgn Specifictttiou f+jr lj�rrc+d Construction(NDS-0:5). 3 All-ow-able load.vahres tire based on.iurnber with tt specific gravily of 0.55(Southern Dine or equal). 4. Allowable load values for withdrawal are Rased on to minimum penetration oft 1 inches into the mof rtt#fer by one 5/16 inch x 4 fetch long staintm steel lag screwv. 5. Allowable values aeaay unt be ittcrea5ed for load duraliun in accordance with Section 10.12 of the NDS-05. Uplift Lateral , .r v,ry ..�� � IL I '� x Page 3 of 4 EVALUATION REPORT"(u*.) Report Number: 0248 Originally Issued., 0912012 Valid Throught 0912013 4.2 Installation Rain test data and thickness Of aluminum flashing submitted is in conformance with Acceptance Criteria FZ Roof Mount must be installed using the 5116 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel tag screw at each bracket 266-2008). Rain test conformed to Underwriters location as described In the manufacturer's installation Laboratory Standard for Glas Vents, UL 441-96 Section instructions. Lag screw must penetrate into the root 25, rafter a Minimum Of 2 % inches, Prior to installation,the root rafter shall be bored with the required lead and Test results are fron) laboratories in compliance with clearance We for the unthreaded and shank portions ISO/IEC 17025, of the tag screw as required in Section 11.1,3 of the NDS -06 Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench grid not driving by a harnmer. A die-stamp label in Ifie flashing bearing the name and address of the manufacturer, the model number, Use Of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity, and this 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 1A p N10 the raised oorlion of the flashing to prevent water UES ingress under the shingle. No purtion, of the flashing should be bent upward; the flashing must rest fully against the root shingles. Othanevise the water and wind F S 02) Perfoonanco may be impaired. W 9T M 6.0 CONDITIONS OF USE lAPM0#0248 EZ Roof Mount L-Foot Kit for Shingle Roofs described in INS repo" COMOPS, With the codes listed Ira Section 1-(}of(11's rePof(subject to the following conditions: 5.1 E7 Roof Mount shall be installed In accordance with this report, nianufacturer's installation instructions and the codes listed in Section I,I. 6,2 Calculatiops to verify the imposed leads on the EZ Roof Mount assembly do not 'exceed the allowable loads contained In Table I of this report shall be s0bmitted 10 the code official when requested. Calculations shall be prepared by a registered design Professional when required by the statues of the jurisdiction where(fie NY,.,)rk is constructed- 6.0 EVIDENCE SUBMITTED 1'esting and analysis data submitted Is in conformance wilh Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Numberi 0248 Originally Issued: 0912012 Valid Through; 0912013 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 1906 SE S'h St,Suite A w"her, (2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of stingles above the shoe and theca over the shoe, (4)t.- EVALUATION SUBJECT Foot that is placed over the protruding: shoe threads and (5) hex crap that is secured or to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to a in Tattle 2. Roofs 1.0 EVALUATION SCOPE: 3.2 Materials EZ Roof Mount is fabricated from altiminum. 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. !l is held in place using one 5116 inch 2009 International Residential Code+& diar ieter lag bolt that Is 4 inch in length and rnade of • 2006 International Building Code) stainless steel. Flashing is fabricated from sheet • 2006 International Residetatial Code��1 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 w1tW. L toot is a 2.00 inch long ur"ual leg angle made from • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors OAPMO ES ECO02- depth,. 2.00 incfaes in width and 0,24 inches in 2011),Approved March 21311 lhickness, It contains a 0.375 inch diameter round hale • Acceptance Criteria for Roof Flashing for Pipe with a 0,63 inch diameter chamfer tin base) that is Penetrations(iCC-ES A0286),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 PrMection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION FZ Roof Mount L-Font Kit for Shingle Roofs, is used to 4+1 Design mount scalar 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 ore allowable stress design (ASO), Adjustments to these values are required for wet F.7 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 will, production or) roofs with slopes from 3 to 12 units lumber whose specific gravity is less then 0.55 vertical in 12 units horizontal.. (Southern Pine). Allowable values based on fastener strength may be adjusted for duration of loading. See footnote%of Table 1 for more detailed explanation. Page 1 of 4 Cep}z 7nl a^+,,£i h1 In.fsvneli�onl 0.iAgr nn r+r'iun iztnrl.ynd:dS;�han{c39 i711kiMg k'g r+�+Ci rte!,y9.Fr ls61�!ha 4nilPd 5:�las.NO pail V WS rv�bb-211m ruz hp tf>ookmod,s4"d:~h or 1r;n;,'MA 1-Apr !gym or fi acre i'7Amg,lrrtmr t17oL1s4=�eierd.gl3gpt+rf�r rceumSng.0 atlforn-a,WMW44 910 rrt=w*-Nn v,M IBe r!SI¢'gxr. t.N77,tgE£82Fi F&+fi` ?.�F$.b97 B..f h'W,�y._h."A,NY?k^ICS.�,S1`dG+rl�psl p'dn44 SIr4Ti [D�s"F:1^.WffCr V Y,q;7819 IJ;M The Commonwealth of Massachusetts Print Form . Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 ter " 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): L❑✓ 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] g• Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4),and we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]* l I.E] Health Care 4.❑ We are a non-profit organization, staffed by volunteers, with no employees. [No workers' comp. insurance req.] 12.E:1 Other *Any applicant that checks box#1 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 ant an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:240 Audubon Rd City/State/Zip: Leeds, Ma 01053f Policy#or Self-ins. Lic. #WHN 5715134-02 Expiration Date— Attach a copy of the workers' compensation policy declaration page(showing the policy number and ex trat' n 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,under the pail a and penaltie erjury that the information provided above is true and correct. Signature: Date:12/5/14 Phone#:413-247-6045 Of 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 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 Wature � � Expiration Date 413-247-6045 ,10; J Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 Elm atfield, Ma 01038 7/14/15 Ad 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....... J 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 building 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 171 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding [O] Other[©] 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 1, Bryce Stockwell as Owner of the subject property hereby authorize Northeast Solar to act on my behalf, in al[matfers re ve to work authorized by this building permit application. Signature of O Date 12—M- 1, 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 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 parking) #of Parking Spaces Fill: 7- 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 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. '�7bc'vg�'WEP Cr �? Department use only `------= ---- -�� City of Northampton Status of Permit. i Building Department Curb Cut/Driveway Permit APR 1 32015 Ill 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Electric, Plumbing&Gas Inspections Northampton, MA 01060 Two Sets of Structural Plans Northampton, MA 01 13-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify 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 240 Audubon Rd, Leeds Ma Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Bryce Stock wel 240 Audubon Rd,Leeds Ma Name(Print) Current Mailing Address: 413-586-5792 Telephone Signature 2.2 Authorized Anent: Northeast Solar 136 Elm St, Hatfield Ma 01038 Name(Print)� Current Mailing Address: ah^ 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) 22,497 Check Number pZ This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0958 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 240 AUDUBON RD MAP 05 PARCEL 029 001 ZONE RR(100)/WSP(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building_Permit Filled out ✓/� �•?�. 1` Fee Paid ip Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY 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: L�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 e Ii nD ay Sign re of Building 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. 240 AUDUBON RD BP-2015-0958 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 05 -029 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-2015-0958 Project# JS-2015-001861 Est.Cost: $22497.00 Fee: $134.98 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 27268.56 Owner: STOCKWELL BRYCE&SYDNEY FLUM-STOCKWELL Zoning: RR(100)/WSP(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 240 AUDUBON RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMA01038 ISSUED ON:411412015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED SOLAR ARRAY 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 4/14/2015 0:00:00 $134.98 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner