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22D-036 (3) Sunmodule,:/ PI us SOLARWORLD SW 280 MONO BLACK REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/m',NOCT,AM 1.5 Maximum power p,,,,, 280 Wp Maximum power P,,,,, 207.2 Wp Open circuit voltage V., 39,5 V Open circuit voltage V.� 35.8 V Maximum power point voltage V,PP 31.2 V Maximum power point voltage V,,,pp 28.3 V Short circuit current h, 9.71 A Short circuit current I,, 785A Maximum power point current n,Pp 9.07 A Maximum power point current 1mpp 7.33 A Module efficiency Minor reduction in efficiency under partial load conditions at 25°G at 200 W/m',100% Icienc rl"' 16.7% 2%)of the STC efficiency(1000 W/m�)is achieved. 'STC 1000 W/m=,25°C,AM 1.S 1)Measuring tolerance(P.,,,,)traceable to TUV Rheinland +/ 2%(TUV Power Controlled) COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 Cell type Mono crystalline NOCT 48°C Cell dimensions 6.17 in x 6.17 in(156.75 x 156.75 mm) TC 1,, 0.044%/°C Front Tempered glass(EN 12150) TC,, -0.31%/°C Frame Black anodized aluminum TC P_P -0.43%/'C Weight 39.5 Ibs(17.9 kg) Operating temperature -40'C to 85'C SYSTEM INTEGRATION PARAMETERS �,. 1000 W/m' Maximum system voltage SC It/NEC 1000 V z _ _ Maximum reverse current 25A 800 W/m Number of bypass diodes 3 I a m^ Design Loads' Two rail system 113 psf downward a 600 W/m 64 psf upward 170 psf downward _ – Design Loads" Three rail system 71 psf upward 400 W/m' Design Loads' Edge mounting 30 psf downward 30 psf upward 200 W/rW i 100 W/m' 'Please refer to the Sunmoduie installation instructions for the details associated with these load cases. V ADDITIONAL DATA Module voltage(VI Powersorting' -O Wp/+5 Wp J_–x 4 37.44(951) J-Box IP65 \4, Module leads PV wire per UL4703 with H4 connectors Module type(UL 1703) 1 11.33(288) Glass Low iron tempered with ARC 0.6(15.3) 3937(100 VERSION 2.5 FRAME Version Compatible with both"Top-Down" 25 frame and'Bottom"mounting methods 65.94(1675) bottom N lGroundingLocations: mounting 4 corners of the frame I:n holes 4 locations along the length of the module in the extended flanget 1.34(34) x4 I Il 4.20(107)1 (31) F-- 39.41(1001)— --I 1.22 All units provided are imperial.Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6026US 12-2014 � y � ~ / ~"^la~~ ~~ U ' wRwNRmWE qFM / . ' , . � ! ' u�=� ------ � � . | ' i \ . . � 8 \ . m� �n � | w � -- ' - / � ! � i � i Existing eo" � ' ` � \ \ ' °=^=.= E~~_. � � - ----�-�—! } G��-- ----�� . KR-2l)1 im | EVALUATION REPORT, Report Numbert 0248 Originally tsauectc 0912012 Viand Through.* 09/2013 TABLE It ALLt;l4't•'ACll,,f,LOADS FOR EZ ROOF ltvl©C1NT L-FOCST 121`1"tibs.)i��.as Ultimate Load Test Load at (`est Load at calculated Le(I ure below) Itat Value 0.250 Inch 0.125.inch l�astenerl141etal Design o (see flgur+'t eiow+) K&-3.t1 defiection deflection Stt eti ttr t?e5fgrt Lead Uplift(Withdrawal) 715 I'm 695 340 340 Lateral 260 240 i3t1 15, 130 Notes 1, Allowabiv.load values am based on the irast value from the ultimata,load ofthrec teats(slrtngth limit),tested load at 0.12$,inch defection(deflection limit),calculated fastener ut,pacirs,(witltdgmal or lateral)for w vod with a specillc Aravity of 0.55(Southern.Pine)or simss of the aluminum 1,46ot connector. 2. Allowable laird values are based on hrrnber with all of the following characteristics: a, located in dry service conditions where the moisture content clues not exceed 19114,for ati a;+derided pedod of time said)as in most covered structures. i,}, Located where it ctoe:s not experience sumained exl*sure to elevated temperatures that exceed 199 F, For arty outer c=onditions,allowable table values titiall be multiplied by the related adjustment faelar(s)(C,,, anchor(7,)in accordance with the National Design Specili:calind for Wood Construction(NDS-O$). 3, Moveable load values are based on lumber with a specific gravity of 0.55(Svuthem Fine^or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2'/z inches into the roof rafter by one 5716 inch x 4 inch long stainless steel lag screwy. 5. Allowable values may nut be increased for load duration in accordance with.Section 10.3.2 of[lie NDS-05. l EVALUATION REPORT Report Numbers 0248 Originally Issuods 0912012 Valid Throught 0912013 TABLE 2:MATERIAL PROPERTIES (��tn�rat�tat �9ater��I _ Sl�t�u lu�t�it�uit�alLj.A SIiAA A390.0 Wat�t�gf Washer E�'fJh[with dart 11)S pj ratsil f(W a Scant t3#staiatl�ss steel ASTM A 240 L-foot Aluminum nlitx tai U�t 1�r��i�fn132 1 Hex(.aI'.r,.., �\1u�zunttns alloy ANS11AA A38Ci.0 k lasht a�„ A uat�tar�tttst 14rry tOG(t AS I'h!B209 n m EZ ROOF MOUNT COMPONENTS fi M g Fix +,+ � Figure e I: Shou 1 semhly Figure 4:I lox Cip Fig re 2;Lag Bolt Figure S:Flashing i figure 1:L-foal Page 4 of 4 EVALUATION REPORT(, Report Nurabort 0248 4 Originally Issued- 0912012 Valid Through: 0912013 'FABLE is Af,IsO'a<v,ABLE LOADS FOR RZ R(DOF'MOUNT I-.:oOT 10- tiiys>}1,.r�.q.s 1..0ad 1)l1,eetion Ultimate Lorid Test Load at Test Load at Calculated Test Value 0.250 inch 0.125 melt Fastener/Metal Allowable (see figure below) Desigat.Load F.S. 1.4 deflectlott deflection tree tit Uplift(Withdrawal) 715 1.800 695 340 340 Lateral 2t 0 240 130 153 130 Notes I. Allowable load values arc(rased on the least value from the ultimate load of three tests(strength limil),tested load at 0.125 inch deflection(delfeetiora limit),calculated fastener capacity(withdrawal or lateral)for w►rad with sa speciho gravity of 0,55(Rcatitharu fine;)or allowable stress of the aluminum Lwfcaut romieetor. 2. Allowat le load values are based on lumber with all of the folic)wbtg chum,rteri,3tics: n. Located in dry service v ondiflons}where the moisture content does not exceed 19%for an vxteaaded periml o time such as in muss covered structorm h. Located where it does teat cxiaerirnee satstaint(I ex,i),ostue to elevated tee►al eratmes that exceed 109'F. l'or arty other Conditions,allowable table values shall tae Innitiplied by the related adjustment factur s)iC,, wad/or Cj in accordauce.v th the National 0",ign Specification for Woad Construction WDS-05). 3. ,Alluwaable load values are based on laa.mlaer with a speci[ao.gravity of o,55(Southern Pine or equal), Allowable load values for twithdritwatl arc based kin a mininium penetration of 2 !., inebes into the roof rafter by one 5/1(.:inch x 4 inch lcntg stainfins Steel lag ficrtw. 5, Allowable values may not he itecrensed for lead duration in accordance with Section 10.3,2 of the'NDS-05. Uplift Lateral ' _x age 3 of 4 EVALUATION REPOT MAW Report Number: 0 248 Originally Issued., 0912012 Valid Through; Uft12013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed usinq the 5116 inch for Roof Flashing for Pipe Penetrations ([CC-ES AC diameter stainless steel fag screw at each bracket 266-2008). Rain test conformed to Underwriters location as described in the manufacturer's installation LaboralM Standard for Gas Vents, UL 441-65 Section instructions. I.ag screw must penetrate into the root 25, rafter ra minimum of 2 % ;€aches. Prior to installation,the roof rafter shall be bored with the required laud and Test results are from laboratories in compliance with clearance hate (or the unthreaded and shank portions ISOIJEC 17025 of the tag screw as required in Section 11.1,3 of the N013 -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead tole by turning with as wrench and not driving by a hammer. A die-staarnp label in the flashing bearing the name and address of trte 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 strap the shoe from rotating during Evaluation Report Number(ER-0248), installation is outside the SCOpe of this report. Flashirati should be installed full under the shingle up to l the raised portion of the flushing to preveni water � y�� U E inyross under the shingle, No portion of the flashing should be beat upward; lhlt flashing must rest Bally E S against the roof shingles. Otherwise the water and wind performan(.re"y+be impaired. TM 6,a CONDITIONS OF USE lAPMO 40248 EZ Roof Mount L-Foot Kit for Shingle Boots described in this report Complies with the codes listed Ili Section 1.0 of this rep art subject to the following conditions_ 6.1 EZ floor Mount shall be installed In accordance with this report, manufacturer's instaallation Instructions and the codes listed in Section 1,1.. 5.2 Calculations to verify tfae Inipased loads on the EZ Roof Mount assembly do not exceed the allowable €naffs contained in Table 1 of this report shall be sutanaitted to the coda official when requested. CralcLilations shall be prepared by a registered design nrofesslooayl when required by the statues of the juiisdiction where(fie work is constructed.. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in confortnance With Evaluation Cdleila for Joist Hangers and N'Iiscellaneocis Connectors(J1Pf O ES EC 002.2011). Page 2 of 4 EVALUATION REPORT � 3 Report Numberi 0.248 Originally Issued. 0912012 Valid Through. 0912013 Division:06--WOOD AND PLASTICS 3.0 DESCRIPTION Section: 0600—Connections and fasteners REPORT REPORT HOLDER: 3.1 General Description ; EZ Roof Mount L-Foot Kit consists of 5 basis: SunModo Corporation components: (1) shoe assembly with captive waterproof 1905 SE S"'St,Suite A washer, (2)ley bolt to fasters 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) 1, EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (4•) hex cap that is secured on to the shoe. See ooMoelo EZ Roof Mount L-Foot Kit for Shingle f=igures 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 100 2009 International Building Code@ inches in height. It is held m place using one 5116 inch + 2000 International Residential CodeD diameter lag bent that Is 4 inch in length and made of 2006 International Building Code stainless steel, Flashing is fabricated from sheet • 2006 International Residential Codee aluminum with dimensions of 10.0 inches In width,. 12.5 inches in length and 0.04 inches In thickness. 1.2 Evaluated In accordancewithr L foot is a 2,00 inch long unequal leg angle made fcom • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connntors (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 0.63 inch diameter chamfer (in base) that is Pen0trations(ICC-ES AC286),Approved April 2010 located in the center of the base ley. 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 Strrlcturat face. See Table 2 for component material properties Weather Protection and figures. 2.0 USES 4,0 DESIGN AND INSTALLATION FZ Roof Mount L,F'oot flit for Shingle Roars is used to 4A Design mount solar systems and other rooftop devices such as satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Totals 1 of this rafters underneath. ieport are based on allowable stress design (ASD). Adjustments to these values are required for wet E7 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 can fastener strength may be adusted for duration of loading. See footnotes of Table 1 far more detailed explanation, Page 1 of 4 Ctmyr art t++t11y hp In+emnlianal A.sfiryr+fur.t rlhnM, 114 nr4M-Rhnnke ofli wt R prig rrlm'001 P mtndh Crg 1010'Stales.No pall 01*5 rutslkatran F'49 be t1Wucuieed,slan•S as all 01w-'k M-1'a'$04".or Ir.ns tiftt "V!"'lame-bf anY rtrcns,�'hrUata'e.iHbC>`C ceaE yflx'PWtrlsr�am�reunr<ang,aY nthnr+tRSn w!lhgtay the f`m,-Mtn rmmistnxn sf the F'.WS!z.YTIs 1.ft?7_#e gt2PT Ffts.4KY±tFt.4 i94 3°reb: :P,F 4 Gig'M-l[Elm pmado slydtl�Cwi.*tn,cotrk.MA 4019 t-"Ie ld3A wr Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 30, 2015 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Steven Aronstein and Dianna Johanson; 42 Clark St, Florence, MA: Structural assessment of existing house roof to support proposed solar array. On 4/8/15, we conducted a site visit and investigated the existing roof framing in the area of the proposed PV panel installation. The 2-story house was constructed in 1987. The rafters are 2x8 installed at 16" on-center, spanning 13'-6" with a roof pitch of 7/12. 2x6 attic joists are attached to the rafters at the top plate of the wall and prevents the roof from spreading. I have reviewed the mounting details for the proposed array: Based on a PV panel unit weight of 401 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. Please contact me if you have any questions or need additional information. Sincerely, J"°r k4 c 0Avit2 VREELANt7 m{ civ T ,37 t3 ru"=°`t a u`4 ; _.:: c' NO.46317 � David Vreeland, PE 0,0 a Vreeland Design Associates NAI 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax, (413) 624-3282 a - V e 'r3 � T ATIN m , 7 Main electriq panel basement s vs;r' a z .. y IN r s« r dr 40 k h a f.p rte' 1 Y rr -e, ' 3Y The Commonwealth of Massachusetts Print Form - Department of Industrial Accidents Office of Investigations I Congress�itreet, Suite 100 Boston,MA 02114-2017 t 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.❑✓ 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-proft 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4), and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]* 4.❑ We are a non-profit organization, staffed by volunteers, 11.El Health Care with no employees. [No workers' comp. insurance req.] 12.0 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#I. I am an employer that is providing workers'compensation irasurance./or my employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:42 Clark St City/State/Zip: Florence, Ma 01062 Policy#or Self-ins.Lic. #WHN 5715134-02 Expiration Date:4/8/ Attach a copy of the workers' compensation policy declaration page(showing the policy number and pi tion 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 Ws nd penalti erjury that the information provided above is true and correct. Signature: a ,�G� Date:4/10/15 Phone#:413-247-6045 O/ficial 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#: wvvw.mass.gov/dia 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 ress Expiration Date a.- 413-247-6045 Si ure Telephone 9.Registered Home improvement Contractors 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....... IN 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 sucli 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 [[] Siding[0] Other[m] Brief Description of Proposed Work: install 31 solarpanelsDn roof Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa..lf Tiew house wind 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 Diana Johanson I, ,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. 4/10/2015 Signature oICbwner Date Northeast Solar 1, , 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 4/1t) 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 0 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 O 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 0 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 0 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. } ; �j i Department use only i I ty of Northampton Status of Permit: MAY — 4 s i I I° Ildmg Department Curb CuttDriveway Permit i y� 212 Main Street sewer/septic Availability Electric ,F 14 i � cctions Room 100 Water/Well Availability:. . Nor.hampton, MA 01060 Two Sets of Structural Plans . phone 413-587-1240 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 42 Clark St, Map Lot Unit Florence Ma Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: DianaJohanson 42 Clark St,FlorenceMa 01062 Name(Print) Current Mailing Address: 413-207-5610 W�" ' Telephone Signature 2.2 Authorized Agent: Northeast Solar 136 Elm St, Hatfield MA 01038 Name(Print) Current Mailing Address: 413-247-6045 Signature Ile 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) 38885 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date ,ll File#BP-2015-1064 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS./PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 42 CLARK ST MAP 22D PARCEL 036 001 ZONE URA(100)/WSP(100)/ THIS SECTION FOR OFF'.ICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid J Typeof Construction: INSTALL ROOF MOUNTED 31 SOLAR PANELS- 8.86KW 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 TION 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 of ' elay Signature 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. 42 CLARK ST BP-2015-1064 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 22D-036 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-1064 Project# JS-2015-002006 Est.Cost: $38885.00 Fee: $233.31 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sg ft.): 77536.80 Owner: ARONSTEIN STEVEN R&DIANA E JOHANSON Zoning URA(100)/WSP(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 42 CLARK ST Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 Liability HATFIELDMA01038 ISSUED ON.51712015 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED 31 SOLAR PANELS - 8.86KW 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 5/7/2015 0:00:00 $233.31 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner