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17A-269 (2) d y, t,0 e x R Mechanical Properties Electrical Properties(STC2) Cells 0 300 W 295 W 290 W 285 W 280 W Cell vendor. (- Maximum power Pmax(W) -�t � -• type f 1,i,�,c ry,t tlllrn Cell t e MPP voltage Vmpp(V) 3't) 314 31 s; 31 r, 31 Cell dimensions 11,0 MPP current lmpp(A) 4.77 430 al" "(y, f447 Cell bulbar ' Front cover -I, Open circuit voltage Voc(V) ��`' 3'' Dimensions(L x W x 11) V­4 CI r. t'[ +=3S(,m"nl Short circuit current Isc(A) —I Static load ',I't0 f') Module efficiency(%) ?(4 3 18.0 177 114 17I ,'111()P I, „i1......... Operating temperature(`C) ,10 +'a0 Weight _ Maximum systern voltage(V) 1000 Connector type If- r,1 Maximum series fuse rating(A) - Junction box If n'v;II• - Power tolerance Length of cables. Frame i,. j—r.. Certifications and Warranty C'ertifi—tions If N"I 11 617 rl 1" Electrical Properties(NOCT') 300 W 295W 290 W 285 W 280 W Maximum power(P-PP) 77p If 1 3 Ill OF, Product warranty _ I„ ,:.ti,,..-.. MPPvoltage(Vmpp) ,r+j.. 70 r�l 7Rr� Tft.B Output warranty of Pmax 1.72 73 'r,,nai.Un .n van 1 MPP current(hnpp) _.. _.... _...... __. �. 4 iris anc - - Open circuit voltage(Voc) 3( � 3[x ?1 ��r �br) Short circuit current(Isc) 8 /t� 7`)° r 0 7-'C) 7 r(.7 Temperature Coefficients Efficiency reduction 4 10-o:n 1001)w/n,-r1)zoo w/:,,) NOCT y.,-i .. .i r „, -n ,i ,! I ,i =rr ,+, Imo,i :,• ,. Pmpp ri I;,.. •/I, i1) Voc 0 "1"�"T - 10 Dimensions (mm) Characteristic Curves .. .... k to 1900 W a C 800 w - e i loo n( 100 - t n -- 200 W Y - - l Itl � I CIS tU IS ?n Jc an ag 10 V Its (V) n ro,l r ;a1) V e 80 °14 (ice 1 Pmax U I t L If -- �r> zs o zs so rs v1) 7e,nr,Pr,+v:P(q ,r 0)" :_.: r , L G4 LGay elk 11 1 11 1[ iiro, I I. Ill I 1 1 . 1 1, 1'1 I'l EVE C YL us CIE PV CYCLE LG's High Efficient Cell Technology Reliable Warranties 100% EL Test Completed Positive Power Tolerance 4 f—fil-1 I ''o, I, —1, Light and Robust "l) Convenient Installation rIN � |� ----'-----� � � � . i � IRONRIDGE Elan | � / � | i � ' � 'AfcArnp Ea*Oanp i ' ) | | ` UR 2-01 Ua � ] EVALUATION REPORT t Roport Numberr 0248 Originally issued, 0912012 Valid'Through: 0912013 T`A,13LE 1: ALLOWABLE E 1..lrADS FOR EZ ROOF N1QUI T Uh"OO lil'i'(UJq l.r,x;j,a,ti 1T1t1rnatrs k iastd 7e4;1! bade( a Test Load at Calculnted Load ure below) 1'£4t Value 0.250{nch 0.125 inch Fastenerlltle±tal esigt4�tLoa (sec t+ ttre t�rlraev) F,S,z 3.tl deflection deflection $tree th 1?esi�rr C.nari 1_plil2(Withdrawal) 715 1.800 695 ;110 310 Lateral 260 240 130 153 - 130 Notes 1. Allowable load values are based orr the least value from tits ultitnate.lend of three tests(strength limit),tested head at 0.125 inch d0kction(deflection limit),calculated fastener cnpacity(withdr#a%val or lateral)for wood With a specific-gravity of 0,55(Stauthe m Pine)car allowablc stress of tlae alumiaum 1,46ot connector. 2. Allowable load values arc based can hunbcr with all of the following characteristics: a. Located in dry s rvice conditions where flit nivisture content dcacs not exceed 19%for ate extended period of time sttc.h as in most covered structures. b. Located where it does not experience sustainod exposure to elevated tenaperatureg that exceed 1011°F. For ally anther Conditions,allowable table*values%hall be multiplied by the related adjustment lactor(s)(C,,, attd.lor C,)in accoixtence with the National Design Speciftcaticil for Rood Construction("NIBS-0). 3. Allowable load values are leased oil lumber with a speci5c gravity of 0.55(Southenr Fine or equal). d. allowable load vatttes for withdrawal are biased can a mWitnum penetration cif 2''✓x inches into the roof rafter by one 5116 inch x,4 allele long stainless steel lag screw. 5. A.11uwable values nka no[be ittcteased for load duration in accordance with Section 10.3.2 of(lie NDS-135, F EVALUATION REPORT y Report Nurnhars 0248 Originally Issuadt 0912012 Valid Thraught 09/2013 TABLE 2: MATERIAL PROPERTIES utn c��t�.rtt a Material ._ ... stwe . _ ...,.�. �... Aluiat'sn� AA A190.0 Witertzruof Washer _ EPUM with dumneter ratsu�vf till (.,ts F3ctlt :U1 stainless steel ASTM A.2411 1.-foot Aluminum all(Y 6063-T6 G ASJ I B2?i Hcx Can Aluminum n1k)v AN911AA A380,0 _ _.----,..-1 .�.. .----. I'irtsltir p r19uaTtttrtaxs Iltty' till3a3 it4'I iv7 T�1CJ mn EZ ROOF MOUNT COMPONENTS At R Figure I, Shcx A-sc:tnMy Figure 4: 1 kx Cap IY_;-=) y figure 7.;Lag Bolt Figure S:flashing t'*h f+8t3 Figure:l:L-fool Paige 4 of 4 EVALUATION REPORT Report Nurrtbort O248 Originally Issued: 0912012 Valid Through: 09/2013 TABLE 1. ALLOWABLE LOADS FOR FZ ROOF Mt)[1NT L-FOOT 1x1'1 ... Ultimate Ir at Test Load at '1'eKt Load at Calculated .oadDl ectiott Fest Value 0.250 inch 0.125 inch Fastener/Aletai Allowable (see figures below) F.S.,,3.0 deflection deflection tree tla Desigu l,oaad Uplift('&ilhdrawaal) 715 1,800 €95 340 3�t} Lateral 2€0 240 130 15:3 130 Notes I. "'41lowabie load values are based twat the least value lioata the ultimate load of three tests(sireti•gth limit),tested load at 0,1'25 inch aacllection(delleetion limit),calculalecl fastenercalatac;ity(withdrawal or lateral)for wood awilh at speeifit=gtavit-v of 0.55(Suut aeru fine)or allowable stress of(lie atlutilinaaera 1.-font etraitas�elc}r, 2. Allowable load values are based vit lumber evit.h all of the folloNvittg efs arF�c trigtics: ta. Locatcd ilia dry service vouditious where the mokkire-cotatent does not exceed 19%for ail extended!set iod of time stach as ill{host coycred structuve's. h, l_.ocaled w1wre it doers tot experience sustaiiwd cxjwsure to elevated tempetatut'e that exceed 10(r F Vor ariy other corldils m'.allowable table values;iltaall be midtipiled lay the related adjustment fworf s)(C;,,, nand ur C',)itt 3ccotdaauCe.with the Nitional Desi u Specific.ttticilt for Wood C orstructim(^s DS-q_5). 3. hllwwible load values are.bawd on lumber,,vith a specific gravily of 0,55(Soatthern.Pinc ur eyttaaf). 4. Allownble kind values for withdrawal are based on a miaimum peuctration of2 'lz isiclies into the roof raffer by tine 511 :inch x 4 inch laaait stainless steel lad screw. 5. Allowable values may not be iircreassed fOt land duration iat accordauce with Section 1€1.3.2 of the NDS-OS_ Uplift Lateral Page 3 of 4 EVALUATION REPORT . a Report Number: 0248 Originally Issued. 0912012 Valid Through: 0812013 4.2 Installation fain test data and thickness of aluminum flashing submitted is it' conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5116 inch for Roof f=lashing for Pipe F e"Otrations (ICC-ES AC diartieter stainless steel tag screws 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. t.,ag screw mtrst penetrate into the root 25. rafter a minimum of 2 ix inches. prier to installation, the roof rafter shalt be bored with the required lead and Test results are from laboratories it) compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025 of the fag scree, as r'enuirod in Section 11.1,3 of the NOS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead ho?e by turning with a wrench and not driving by a hammerer A die-stamp label an tlae flashing bearing the narnet and address of the manufacturer, the model number, Use Of MiXili,-cry 110105 in the Shoo other than the use of IAt'MO Uniform ES Marks of Conformity, and this an extra fastener to stop tite shoe from rotating during Evaluation Report Number(ER-0248), instn1lation is otatside the scope of this report. Flashing should be installed full urder the shingle up to J the r�a,sed portion of the flashing to prevent water p ,�© � ingress under the shingle, too portion of the flashing should be bent upa^.�rard; tfle flashing must rest fully S against the roof shingles. Otherwise the water and wind TM perfe:rrrtatac:e may be irrtfaaires�. 5.0 CONDITIONS OF USE iAPMO#0248 E,Z Roof Mount L-Foot Kit for Shingle Boots described in this report co nlplie% with the codes listed it, Section -1.0 of tills report subject to the following cond1lons:: 6.1 EZ Roof Mount shall be installed In accordance with this report, Manufacturer`; insttallatiQn instructions and the codes listen in Section 1,1, 5,2 Calculations to Verify the imposed loads on the E Roof Mount assembly do not exceed the allowable loads contained In Table 1 of this report shall be submitted toe the code official when requested. f WCUlaticns shall be prepared by a registered design vrofessiortal w filer, required by the statues of the finisdiction w-,here the work is constructed. 6.0 EVIDENCE SUBMITTED I`esting and analysis data submitted is in conformance with Evaluation Criteria for Joist Bangers and Miscellaneous Connectors (IAPMO ES EC 002-2011). Page 2 of 4 Poo- EVALUATION REPORT � Report plumbers 0248 Originally Issued; 0912012 Valid Through: 0912013 Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION Section;06060—Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof fount t..-Foot Kit consists of 5 basic. SunModo Corporation components: (1) shoe assembly with captive waterproof 1905 SE 5'h St,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,INA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and them over the shoe, (4)L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (;) hex cap that is secured can to the shoe. Sec* 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 cedes, assembly is fabricated using casting aluminum alloy with dimensions of 2,80 inches in diameter and 1.00 • 2009 International Building Code @0 inches in height. It N held in place using one 5116 inch • 20039 International Residential Code0 diameter lag belt that is 4 inch in length and made of • 20066 International Building Code stainless steel. Flashing is fabricated from sheet • 20106 international Residential Coders aluminum with dimensions of 10.0 inches in width, 12.5 inches in length and 0.034 inches In thickness. 1.2 Evaluated In accordance with; L foot is a 2,00 inch long unequal leg angle made frorn + Evaluation Criteria for Joist Hangers and 61363-T6 aluminum with dimensions of 3.003 inches in Miscellaneous Connectors (IAf'MO 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 blase) that is Penetrations(ICC-LS AC286),Approved April 2010 located in the center of the base leg, One slot measuring 1,64 inch long by 0A0 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 ties a scallop front and rear • Structural face. Sees Table 2 for component material properties • Weather Protection and figures. 2,0 USES 4,0 DESIGN AND INSTALLATION FZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design mount solar systems and other rooftop devices such as Tabulated allowable satellite dishes on asphall shingle rov(s with wood allowable Iosds shown in Table 1 0# this rafters underneath. report are based on allowable stress design (ASD). Adjustments to those values are required for 1.vet E7 hoof Mc;unt 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 prorica„tion on roofs with slopes from 3 to 12 units lumber whose specific gravity is less then 0,56 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. Paige 1 of 4 Cvv} 7MI'+"'�t9 by l bmnt,AS+ T*111+109I14Mfg hap k:- [fk4a4._R1 ragA:a'""tt P­N"' lln perm td;ha G0kidw"Y Uer 1-ft 6d lvrq^i n a r idti�0 1L'o.1,41 efy1.R.,,1,or Ir;nvm#a «,..my b—sr 3,,,rc,2'1fl'�!s,c�l!GriC SnNtS+a'aC�,DRakrtr,�. mcaaSn h Nncrrvsse,v&9�Ih.r•'"-*'N Mt'1 ra",ixa+•+of IhN f s:•Ssrs+.!'ia S-N77.41ESdtVT•FPs.44 d.l td.l e7!•4s1'Nh:!by,ua `als,af •5C41 E3e1 P:h1AAa'gA sSIMe1 CM19+f,4.`akfm* Wr'-791T-1-18+5 w.lxa,.a Vreeland Design Associates An integrative approach to design engineering and site planning Date: October 27, 2014 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Pamela See and Roy Faudree, 102 Oak St, Florence, MA: Structural assessment of existing house roof to support proposed solar array. On 10/21/14, I conducted a site visit and investigated the existing roof framing in the areas of the proposed PV panel installation. The original building was constructed in the 1900s with a recent addition on the west end of the house. The rafters of the old house are full dimension 2x5 installed at 24" on-center, spanning 9' with a 12/12 roof pitch. The addition rafters are 2x8 installed at 16" on-center, spanning 9'-6", with a 12/12 pitch. I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of 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 rafter, the existing roof framing for both the old house and addition are adequate to support the proposed PV array. Please contact me if you have any questions or need additional information. Sincerely, OF s Davin a. VREELAND CIVIL No.461317 David Vreeland, PE a�Q�c,s� �`` �ti4 Vreeland Design Associates �&GISAI�Ne'a 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 bR R s• ° 4+ 1 Main electric panel ' located in basement Roy Faudree & Pamela See 102 Oak St Aank. ado Florence, Ma 01062 Iq 3M NIJF -1-thWCUM The Commonwealth of Massachusetts Print Form E Department of Industrial Accidents Office of Investigations I Congress Street, Sttite 100 Boston, MA 02114-2017 • ' www.tnass.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.❑ 1 am a employer with 10 employees (full and/ 5. ❑ Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ 1 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 10.0 Manufacturing no employees. [No workers' comp. insurance required]* 4.❑ We are a non-profit organization, staffed by volunteers, l l.❑ Health Care with no employees. [No workers' comp. insurance req.] 1 12.❑ Other *Any applicant that cliecks 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#1. I ant an employer that is providing workers'compensation insurance for a{y employees. Below is the policy information. Insurance Company Name: Hanover Insurer's Address: 102 Oak St City/State/Zip: Florence, Ma 01062 Policy#or Self-ins. Lic. #WHN 5715134-02 Expiration Date:4/8/15 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MG c. 152 can lead to the imposition of criminal penalties of a tine 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, un airs a d penalties ofperjrmy that the information provided above is true and correct. Si nature: Date: 8/22/14 Phone#:413-247-6045 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. 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 CS106113 License Number 11 Edward Ave . Southampton, Ma 01073 6/7/15 Address Expiration Date � 413-247-6045 4,1 5 Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 Elm St . H field, Ma 01038 7/14/15 Address Expiration Date Telephone413-247-6045 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....... C7 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 l] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding[0] Other[0] Brief Description of Proposed Work: l ' 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, Roy Faudree as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. 8/22/14 Signature of Owner Date Ann Bronner Northeast Solar as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Ann Bronner Print N � / 8/22/14 a ure of n n Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning 'phis colrunn 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 aikin #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 Q 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 Q , 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. G` v 8 ir-("z r Department use only ) City of Northampton Status of Permit: FEB 2��5 Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Avai►ability Room 100 Water/Well Availability Electric, Plumbing&Gas Ins orthampton, MA 01060 Two Sets of Structural Plans Northampton,MA 01 Q60 3-587-1240 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 This section to be completed by office 1.1 Property Address: Map Lot Unit 102 Oak St Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record Roy F udr e 102 Oak St. Florence,Ma 01 062 Nam ) Current Mailing Address: 413-584-2123 Telephone Si nature 2.2 Authorized Agent: Northeast Solar',,-2 Northeast Solar Na in Current Mailing Address: Northeast Solar oell Signat 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) 25,257 1 Check Number Ir- This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Dale File#BP-2015-0815 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 102 OAK ST MAP 17A PARCEL 269 001 ZONE URB000)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 16 SOLAR PANELS 4.8KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing AccessoEy 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 INFP"ATION PRESENTED: ✓✓Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management De y Sign of Bui di icia 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. 102 OAK ST BP-2015-0815 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A-269 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-2015-0815 Project# JS-2015-001583 Est. Cost: $25257.00 Fee: $151.54 PERMISSION IS HEREB Y GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 39029.76 Owner: FAUDREE ROY G&PAMELA H SEE Zoning. URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 102 OAK ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Workers Compensation HATFIELDMA01038 ISSUED ON:212412015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 16 SOLAR PANELS 4.8KW 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 2/24/2015 0:00:00 $151.54 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner