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30C-053 (3) t Mechanical Properlies 0 Electrical Properties(STC') Cells F-- IU 300 W 295 W 290 W 285W 280 W Cell vendor 1(, Maximum power Pmax(W) 300 295 290 285 280 Cell type 19on1)crv,tallu)e - - min), MPP voltage Vmpp(V) 320 319 31.8 316 31 Cell dimensions V,6 x 15") Fi Cell busbar 3 MPP current Impp(A) °42 930 919 909 897 Front cover :hsc Open circuit voltage Voc(V) 395 393 342 39-0 389 Dimensions(L x W x H) 16 10 x lr1nC) 35(corm Short circuit current Isc(A) 100 9°1 9.80 968 9.56 Static load 0Cl Pa(snovr) Module efficiency(%) 18 3 18.0 177 174 171 P,400 Pa(,Or,d) _ Operating temperature(°C) -40-+90 Weight 16 8 t L5 ko Maximum system voltage(V) 1000 Connector type r I( 1 ccnni 1ni IF'c Maximum series fuse racing(A) 15 .Junction box IF 67 w,th I k,Pas diodes Length of cables 1000 mm Power tolerance(%) 0 +3 Frame orlhnd,)lummum Certifications and Warranty Certifications IF )1215 IF(- 6173 )1 -2, 0 Electrical Properties(NOCTI) ISO 1^90(-)1,ISO 9001, -()I Ir,A C 1saC,(�1. 300 W 295 W 290 W 285 W 280 W 04 1 703 Maximum power(Prnpp) 220 216 213 210 205 Product warranty 10 year- MPP voltage(Vmpp) 29-3 292 291 28g 288 Output warranty of Pmax r aar=liar,n v,:ln m v MPP current(Impp) 751 742 733 725 715 Open circuit voltage(Voc) 365 363 362_ 360 35.9 Short circuit current(Isc) 8.08 798 7.89 180 770 Temperature Coefficients Efficiency reduction 4 5 (f",-1000 W/m'to zoo W/,") NOCT '15,? c Prnpp o.,W%/K u,...1 N „ -r Fi Tf 1, Voc 0 1 11,/K to u J Dimensions (mm) i Characteristic Curves l I tiro Ix G 10 j 1000W q.. 7(0 1 U _�(Y 7 �I [)'sla lcr 4 ,«ei�)o �t'r g l�olES L 1 'Ie li ai,�� 18 SF,.Hie�n��•. ti 80oW F \ box eoow 1 s I � III � _ 4 400W UEO(Z 5 Moi lli q l I i X/ a x. f, ". -_t- j�IF�. 2 - 200W � 1- I 1 •�� ! °a t � Cibi fey tic J 0 S 1) 15 e0 l'- 30 45 11) Volhgy (V) 140 E ? r 120 c visb � 3 n y o/-,av i } 100 80 Pmax I. �I f 40 " o.. 0 71 90 Temperature('C) hr rl=:i:ar�� t�Y if= U zi, : 1 'J1. n 1 € c C", �,r-! r a.. a Mid Clamp E-C Clamp--- ! I rc y a Ca,3O A-r wd Casr A�ram Plar, Q fwt q- ]d a F? Aran r c«; , if 1`1 n�Ir f lfash t 1r1f yerav din V r� iCYidCF=P solar Pang { .,�,.. --�--.o•.�-- u.�.d.,^.%.s.� �, -'�`� 'irk ..tea.rt7kn J..,a sr� I � � r YYSEbIZffd[}47 Pad E. i ys r - 31t fLftfni...Flat Iref R*tail C-r,,uai fi4af C on _ Ar '',.-1YbM�aid9Yfatso Wd CUIM'"'4 End Clarrti- Suction-Flusn f nr-aid Roof_ ' LVAFMS f a> '•—:,�rsb+s�r,. Ct�faif G-s4i�Clamp i9 tai¢-Infera�icn 2etall# ,F_nd L"r�t�s?�Am•Elev. IR 2.01 3 � TY c3t Flus3t OU AIY-a,Ele-tion ° W44" -4, VA LATIN REPORT � t Roport Numberr 0248 Originally Issued: 0912012 Valid Through! 0912013 `[`MILE f: ALLf)WABI.X LOADS FOR E7 ROOF MOUNT L-FOOT Ultimate.Load Tell Load at Ttst Load at �C"alculnted Lraaal f)irectltarr r1,11owatrte (see figure belom,) `lest Value 0.2SO itta:la 11.125 inch I;astetler/Metal Resign Load F,S,-3.0 deflection defleetfatt St►•ett th Uplift(WithdraNval) 715 1,800 695 140 340 Lateral ?6tt 21t7 lit} 153 130 Notes S. Allowable load values are based on the 1►:ast value front t1►e ul►ImAte reran oftlaree teats(strength limit),tested load at 0.125 inch deflection(Mlec:tion limit),calculated fastener capacity(withdom-al or lateral)for wood With a specifte gravity of 4.55(Southern Pine)or allowable stress of the aluminum 1,46ot cnnnectur. 2. Allowable Imul values are based can lumber with all oflite fellowilig characteristics: a. Located in dry srf vice condltiotas where the moisture ct►rttenf does not exceed 19%for an extended period of throe such as in most covered structuves. b, Located where it does not experience sustait►c'd exfao mre to elevated temperatures thaal exceed 100'F, For any other conditions,allowable table dues shall be multipfled by the related adjustment 1'actor(s)(C" and/or(',)in accordance Yvith the National Design Spftifruatiod for Wood Construction(NIBS-0). 3, Allu vable load values are based on lumber with a specific.gravity°of(t.55(Southern fine or equal). d. Allowable load*values far withdrawal are based on a minimum penetration of 2'!� inches into the roof rafter by one 5,116 inch x d inch dung:stainless steel lag screay. 5. Allowable values may not he mcreesed for load duration in accordance{with Section 143.2 ofthe Nf1S-05. t '.a.to, ' I EVALUATION REPORT Report Nurrsbora 0248 Originally issuedr 0912012 Valid Throughr 09)2013 _ TABLE .MATERIAL PROPERTIES C�:utr�p�awn)i Nltrterial — .. _ Shoe Aluminum 493, l�t1A�A �(l.{�,� _ .� 1 ste c rof 4t fsh r ElyiJt����Willi dury rret�� c iiitgs #r[ Lag Bolt — �U1 si�l�tless steel AST 1 A 240 L-foot Aluminum f llq,.fM(3-.:1�6 AYPN1 B221 Hex Cap,_._ „�11u��rn �r�nll+,v �,NS AA A38U,0 —w — _.,.._._. k`lashic Alusrrintr€7t allatC q AS I Jet B209 EZ HOOF MOUNT COMPONENTS # Figure I:Shoe:Assembly Figure 4; Ilex Cap tf Figure'2;Lag,Mok Figure S:. lasltilag r-igure 3;L-fom Bags 4 of 4 EVALUATION REPORT t Report Number! 0248 originally 1setterti: 0912012 Vaafltf Through- 0912013 TABLE 1: tt.l.,LOWABL.E LOADS,FOR FZ ROOF w[Ji~ r L-FOOT lclT .. � Ull'hest`4'a{ree cl T 0.150 rint�{at Test�12�fRCia t �gsEe�erld4�et:►l Altaaww�at Lund Direction rte {sec figure below) lJe Ign.Load 1r.& 3.9 clefl+ectiou deflcrt{titt Stret. ilr Uplift(Withdrawal) 715 1,80H1 695 3411 140 {.rates! 260 2411 130 153 130 Mies I. Allowable load vflitres are ba c:d can file least value frorra th,e ultitnate load of three tests(strtmgth litnit),tested Coati at 0,125 inch deflection(deflection limit),calculated fastener ctipa:ity t;wvithtlrawarl or{aterall for wwcod with a specific,Qravitw'of 0 55(S outirEm Pine)Lie a{lnw able Stress of flw a iomi[3um 1.-foot c{I1inecior.. 2, Allowable laud values are bored on lumber tivith all of-the followlrag charaac.ttristi(m a. Locaated in dr--v service condition wvltcrie the rtwoisture conterrt does not exceed 19°..rn for all extended perked of tills such as ill Most evvered Eiructures. b, Lociited where it.toes not"perience sustaitwd exlrtwsure to elevated tern peiatures that exceed 10W F. For arav c1therconrli6on—,allowable table values shalt be rrwitipl,ie<1 by the rtAated adjustrtrent€hctor(s)tC,,, artd/ur C,) in accordance with the Natk)nal Design Specificatiorr JurWould Construction WD S-05). 3. Alluwkle load.w-alae ate leased aril luml)er with a specific gravity of 0,55(Southern.Pine of equal). 4. Allownble load values for withdrawal are.based un a attinia.rum penetration of 2'R2 inc-lies int"the roof rafter by one 5116 inch.x 4 irach long stainless steel lag ccrewv. 5. Allowable values may not Ewe increa ecl for load duration in accordance with Sectiort 163.2 of the NDS-05- Uplift LateraI N ,z Page 3of4 EVALUATION REPORT(,-*, Report Number. 0,248 Priginally Issued: 09/2012 VolidThrough- 0912013 4.2 Installatiot, Rain test date and thickness of altimintim flashing submitted is in conformance will) Acceptance Criteria EZ Roof Mount must be installed using the 5116 inch fur 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 Gas Vents, UL 441-96 Section inStTUCPOnS. I_aQ screw must penetrate into the root 25. rafter a minimum of 2 1/1, inches. Prior to Installation, the roof rafter shall be bored with the required lead and 'Vest results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISOIJEC 17025 of the lag screw as r-ociulted in Section 11.1,3 of the SIDS -06. Threaded portion of the lag screw shall be 7,O IDENTIFICATION instilled into its lead hole by turning with a wrench and not driving by a hamrrior. A die-stamp label in Ifie flashing bearing the name and Use Of at'xiliarY holes in the Shoe other than the use of address of the manufacturer, (lie model number, 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 the raised Por"011 Of the flashing to prevent water lApMo UES ingress under the shingle. No portion of the flashing Should bo bent upward; th 0 flashing must rest fu"y E Is against the roof shingles. Oth"ise the water and wind q!) PeTlOfrilal)Co may be impaired, F Ntro 5.0 CONDITIONS OF USE IAPMO#0248 EZ Roof Mount L-Foot Kit for Shingle Roofs described it' 113,18 report complie% with the codes listed it, Section 1.0 of Ills's report sut)ject to the following conditions-- 6.1 E7 Root Mount shall be installed In accordance with this report, rnanufacturer'n installation instructions and the codes listed in Section 1,1, 6.2 Calculations to verify (fle Imposed loads on the EZ Roof Mount assembly do not exceed the allowable loads contained in Table I of this report shall be sUI)MiItPd 10 tile code official vdien requested. Calculations shall be prepared by a registered design vrofiessi0r)81 Wile" required by the statues of the jurisdiction where the work is constructed. 6.0 EVIDENCE SUBMITTED 'resting and analys!s data subs fitted Is in conformance with Evaluation Criteria for Joist Bangers and MiScellaneous Connectors(IAPMO ES EC 002-2011). Page 2 of 4 ccr�wm . EVALUATION REPORT E Report Numberi 0.248 Originally Issued. 09/2012 Valid Through: 09f2013 Division 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners HOLDER;REPORT OLDER; 3.1 General Description EZ Roof Mount I..-Foot Kit consists of 5 basic SunModo Corporation components (1)shoe assembly with captive waterproof 1905 SE 5 r St,Suite A washer, (2)leg bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row (if shitigles above the shoe and theca over the shoe, (4)t,- EVALUATiON SUBJECT l=oot 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 flit for Shingle f=igures 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 cartes: assembly is fabricated using casting aluminum alloy with dimensions of 2,613 Inches in diameter and 1.00 * 2009 International Building Code(& inches in height. If is held in place using one 5116 inch * 2009 International Residential Coder diameter lag bolt that is 4 inch in length and made of * 2QG6 International Building Codels stainless steel, Flashing is fabricated frorn sheet * 200E International Residential Code* aluminum with dimensions of 10.0 inches in width, 12.5 inches in length and 0.04 inches In thickness. 1.2 Evaluated In accordance with: L.foot is a 2.130 inch long unequal leg angle made frorn * Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (lAPMO ES ECO02- deplh., 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 hoof Flashing for Pipe with a 0.63 inch diameter chamfer (in base) that is Penetrations(iCC-ES AC266),Approved April 2010 located in Ilia center of the base ley. One slot measuring 1,64 inch long by 0.40 !rich wide occurs in 1..3 Properties Evaluated: the center and Is located 0.30 inches frorn the top edge of the vertical leg, which hai 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 FZ Roof Mount L-Foot Kit for Shingle Roofs 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 Table 1 of this. rafters underneath. report are based on allowable stress design (ASD). Adjustments to these values are required for ,,vat FZ Roof Mount is specifically+ designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric car hot water temperatures, use with fare retardant lumber or with production ore roofs with slopes from 3 to 112 units lumber whose specific gravity is less than 0.66 vertical in 12 units horizontal. (Southern Pine). Allowable values based on fastener strength may be adsusted for duration of loading. See footnotes of Table 1 foi more detailed explanation. Page 1 of 4 C7vt 2hl;n r`it^by Irv!amah�nnt A.civraVan ct sun'L•Iry�yrd x-•.chant ?!7r(i«1+k3 k rgAsA rxtwr.wJ F"rntndh r i Uriletl 5taies.tla Itd1t'%jY1 Gctka'rnn may Ise r.rno;; ed'abwl as all+! -rm t lt%44 Pq1,".1,or Ir-s+'WO'0 Arty 1911"1 {rl.4r/PY1css,P 'lr41'P?IfCtY'.d C7r,gtaal+rCftr tecAntl ll.Rf arkcrwae,vral:Qaaq rhP Kra'-e ti'< en RarxTR'bNlan 4r thfl t �°�*Isr+a-tEls t-nt3-d%6 «2pT•F�r c•,o 1r2591i•�"Fab: ,la,.rn, s.p19`le'll 93SI P'daderf-?SIrn57 knzM!,Ca6fct"'a 91",V:W010—gSr4 `•w 5="" Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 17, 2015 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Stephen Bond, 119 Clement St, Florence, MA: Structural assessment of existing garage roof to support proposed solar array. I have reviewed the framing details of the on the 24'x 24' garage, built in 2013, for the proposed PV panel installation. The roof framing are 2x4, Fink design roof trusses installed at 24" on- center, with a 6/12 pitch. The roofing is asphalt shingles. I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of approximately 37 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 roof truss, the existing roof framing is adequate to support the proposed PV array. Please contact me if you have any questions or need additional information. Sincerely, *tiSH OF Mqs DAVID A. c VREELAND CIVIL David Vreeland,PE NO.46317 Vreeland Design Associates ��o��ISTe�``��,��¢ 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 Main electric panel in basement. ai AMa « � 391" ti Stephen Bond 119 Clement St Florence, Ma 01062 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents p Office of Investigations - ' � -f I Congress Street, Suite 100 f it Boston, MA 02114-2017 r * ' 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.❑✓ 1 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 c. 152, §1(4),and we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]* 4.❑ 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 arnt an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:119 Clement St City/State/Zip: Florence, Ma 01062 ,��` Policy#or Self-ins.Lic. #WHN 5715134-02 Expiration DaWAIAr'`' jib Attach a copy of the workers' compensation policy declaration page(showing the policy number and a pira don 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 I and penalt' perjury that the information provided above is true and correct. Si nature: A. Date:3-2-15 Phone 9:413-247-6045 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. South pton, Ma 01073 6/7/15 A ss Expiration Date "/Z POO V., 41 413-247-6045 ture Telephone 9.Reaistered 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.......)7 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 Alterations) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[O] Other[[a Brief Description of Proposed Work: Install 14 Solar Electric panels on roof Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house 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 Stephen Bond as Owner of the subject property here thonze Northeast Solar to a �Pya , in all matters relative to work uthorized by this building permit application. 3/2/15 Signat6re of OWner Date Northeast Solar as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Ann Bronner Print Name Signature of er/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 S aces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW © YES o IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on the property? YES 0 NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 13 icity of Northampton Status of Permit: APR 2 3 Building Department Curb Cut/Driveway Permit '�U!`� i 212 Main Street Sewer/Septic Availability E!ectr'(,,. F1!u'-:irIrm Room 100 WaterNVell Availability rthampton, 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 119 Clement St Map Lot Unit Florence, Ma 01062 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Stephen Bond 119 Clement St,Florence Ma 01062 NaKe—lPrint) Current Mailing Address: 413-584-6596 Telephone SignatuIV 2.2 Authorized Agent: Northeast Solar 136 Elm St, Hatfield Ma 01038 Name(Print) Current Mailing Address: 413-247-6045 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit 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=(1 +2+3+4+5) 20,242 Check Number 11��le This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-1009 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 119 CLEMENT ST MAP 30C PARCEL 053 001 ZONE SR(100)/ 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 14 PANEL 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 INFO 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 emolition Delay Signature of Buil i g 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. 119 CLEMENT ST BP-2015-1009 GIs 4: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30C-053 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-2015-1009 Project# JS-2015-001932 Est. Cost: $20242.00 Fee: $121.45 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 13764.96 Owner: BOND STEPHEN M&DEBORAH L zoning: SR(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 119 CLEMENT ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 O Liability HATFIELDMA01038 ISSUED ON:412712015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 14 PANEL 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 Si nature: FeeType• Date Paid: Amount: Building 4/27/2015 0:00:00 $121.45 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner