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36-274 (7) .9. �u Mechanical Properties Electrical Properties(STC') Cells 300 W 295 W 290W 285W 280 W Cell vendor 1(;... ... Maximum power Pmax(W) 300 29-5 2?0 'R5 _'^0 Cell type. ��J 313 31.8 316 315 MPP voltage VmPP(V) Cell dimensions - Cellbusbar 3 MPP current lmpp(A) ?4l 9.3 9'19 ?(Y4 a97 3`?V ' Front cover.-.... :=1as5 _ - - _ - Open circuit voltage Voc(V) s9.`5 39..? 3 92 38.? Dimensions(L x W x H) V W ,10(�m a ;'S 0,1")) Short circuit current Isc(A) 10 01 9(,1. 3.80 rib 9"161 Static load... S4C)r1 I (snoav) PAodule efficiency("�) 1f3 3 13<l... 1,:., 1 . P,I 0 Fi(:-ind) Operating tom nrature 1. -.. le) +9.0 - Weight In)1 U kg Maximum system voltage(V} 1000 Connector type _ h4c.4 n.�cio IF't>7.... - Junction box If'h tI Maxirnurn series fuse rating(A) '5 3byfas� defies - -. - Length of cables - 2 x 1000 n+.rn - Power tole ran cc;(%) C +3 Frame Anodr*md AI Irninul!, _._...._ ...._._... .__.__.. __..._ ...._-..... .,n=r, r.I -I t. „_,t,I FlED.,,.� Certifications and Warranty Certifications IFC t hlI IFC 61 2, Electrical Properties(NOCTI) SO'I=001,ISO 0001 --- OHSAS'I8001, 300 W 295 W 290 W 285 W 280 W _ 11L..110 3 _.. _....... Maximum power(PrnPP) 22' .216, 210 � 6 _ _ 21.3 _ `-1' . `0' Product warranty 0 years MPP voltage(Vmpp) _9)3 292 291 9 28 c output warranty of Pmax ) .V,�Fy,Ilr.,,ar rani, MPP current(Impp) 1..... ?A2 73 3 25... ;.Is (!Ae.a�;ar+moot talz•r � 3:4i _ Open clrcuitvoltage(Voc) 3ti.5 3 b.3 352 M0 .359 Short circuit current(fsc) R CP.... 7_'.... 'u T r, 77 G... Temperature Coefficients Efficiency reduction 4 �,....®.,�,.,....,...�4 ._ (iron 1001)Wh, u,200 W,'I, NOCT 45� ��C, Pmpp 0.4;' '.,1 Voc _ C)31 Isc 0 0 �_ ( _. 4 Dimensions (nlrT1) Characteristic Curves n Ol' 1 r Q 10 1000`N 1 77,I - ( r 9 0 8 600. )4�5 W (I �\• D t ' ' 1 ,h,.F 1 Two'- - J r,ar:,_ 1 ._ I,�, le r;.,�.• � _800 tI ...... _..... c .i q( �f aoo w :, PR o,(_ i • 4 200W ! a, 0 1, 10 15 JO 25 90 35 4'1 y+:,%::4e(v) - �;� a is a 40 ., i10 X LI i 5 100 .-.. - e0 n 14A Pmax\ r�-- ! o - ' I �— rt ! X10 -7_5 0 25 50 71 t , d I , r ,niw n tb, „t,r o(I,r- t n •d„-.y, LGF, ,im �Ic ..:r ,_, i r ....,. t". t Good , �..ffp?s �,:'oo�� qh! 20i�:a rl :i,. .0 riyr,r,'� JL � __-__�___�________-�__-_---_�--_-_ ____—___-___` i End ' LU lz � ! . ' � ! > ' ` | ' --' ! ^ ' ' ' .. _' ~ � � . ! ! | | ' �—sx�mmn�°s*mu�� | . i � ' . , 'Wmu'A"p End Cwn'P � / ! ' � . � � . . S' ," +r r~T | / vR 2^01 z . ! � ` ^ EVALUATION EPORT t Report Numbert 0249 Originally Issued: €19/2012 Valid"through: 0912013 TABLE is ALLOWABLE,LOADS FOR E.?ROOF NNIO 11w T L-I OOT Ultimn(c Limit Test Lead at 'i`est Moat!at Calculated Load'Direction 'Pest Value U50 Inch 0.125 inch !Fastener/Metal Allowable (see figure b0ow) F,S,—3,0 deflettion defleaction Strett th Design.Load Uplift(Withdr:awval) 7I5 1,800 695 :tot? ��40 l.,ateral 260 240 130 15-3 1,30 Notes - I, tylILmable load values are baser]on the least value from the ultimate local of three tests(sarength laattio,ti'titCt1 load at 0.125 inch de:peection(deflection limit),calculated listener onpacity(withdrowal or lateral)ror wood wvith a specific gravity(if 0.55(5011thern!dace)or allmable stress of the aluaainum I..-f iat ctrmwector. 2. Allowable load values are(rased on himbcr with all of[lie following characteristics: a, Lt)catcd in dry st rvice conditions where the moisture s;asittent slices not"teed 19%for am extended period of tatale such as in most C:o4`tvd stvucturc' ,. b. Located wvltere it does not experience stained exposure to elevated tentperatures than exceed 1000 F. Farr.any other conditions,allowable table wmlues shall be multiplicd by the related adjustment faclor(;s)(C�„ and/or C,)in accoixlance vvith the hlatia?ltal Design Sl?ft.ificatimi for W"d C onstmution(NDS-415). a. Allowable load values are haatttd on lumber•wwaith a specific gritvit} of tI.SS f,Stwtathettt f=ine cat equal). 4. Allwvvabie brad values for withdrawal are based on a minimum penetratioti of 2'1, inches into the roof rattler by otie 5/16 inch x 4 inch long stainless steel lag screw. 5. Alluwable valaaes may not be niciea.ged fbr load duratirta in ac-Qmda€nce wNith Section 10.3.2 uf'the NOS-05. t EVALUATION REPORT Report"Umbarl 0248 Originally issued: 0912012 Valid Thraught 0912019 y.r......�.. .„TABLE,2: MATERIAL PROPERTIES_.,,,.... tti�u€�tp�,t�etat �4utes�al. t ;Slwr _ Aluminum Ral[ta A �. St.�A�A AI$ f U�rstidur vsrct #�� 0 — .�.ne u01 sn steel ASTM A 240 L-fool Aluminum R1.10 _6€��� !6 AS i N-1 B221 ? x C€+ Attt�ti qrr nR) A S11AA A3K,0 1L�C 4I hI ?J 3 Alu mi u i at EZ ROOF MOUNT COMPONENTS fj . Figure I: Shoc M1:awmhly Figure 4:flex C,,ip tu r r drive 2:Lag ica[t l l�tst'e�: T 1t��Faiaa� s Figure 1� L-foot Page 4 of 4 EVALUATION EPORT u. . Report Numberi 0248 Originally Issued: 4'812012 Valid Through, 0912013 TABLE 1. At.J:,0'I4'AKE LOADS FOR RZ;~1C1OF i41f)L1NT I-I OOT IO"I Ultimate l,.E,rrci rest Load at I'e�st Enad of Calculated Land Direction Allowable 'i'cst 1�ttlaie tl.25ti irrela 0.12 itrcla I^'sstesaerlltitet€�E (see fiizure lac tow) r.s, 3.0 defleetiott deflection -strength Design Load 1-31,lilt(Withdrawal) 915 1,800 695 340 340 l,nte.rtal 260 240 130 153 130 Nntes I. Allowable hand values are lTased oil the lea.0 vaNe from 1110 Ultimate Load cftliree tests(streiigth!unfit),tested load rat 0,125 incit e efleetion(deflection iiaaaio) calckdated fastener ciipacity(Nvithdrawtil or lateral)for ivoud o,61,h a specif ia:ptaavil.4 of 0,55(`outltern Pine)or allowable stress of tile altlttainurn 1.-foot cull l c d r. 2. Allowable load values are based„rt lumber xvitli all oftlie folio iaig z harta,teristics: ta, l..atc:atc:d(ti c§ay°sc.rrri,:e aostda_ti�aas evlaere-tltr�at?isltire ecTrrtent rlitcs nlat exceeel 19�rn frar aft extcatr3e�t Ireritrtt of`liitlr stroll as in most covered structures. tt. L sated wbvre it daces not experience srKtniuM exposure to elevated tetnveratutes that exceed 100"f`, For n ry other condidons.ailowailwsle talalo values shall be itataltipliecl by the relaled adjustraaerit ftloorisa('E;,n, aaidror C,}in ascotd mice evilb the Nativrial Pesign Spec if eatiola fur wowd Construction fNA)S-05). J. Allr,wAbld load.t-alues are bated on lumber a specific:gravity of 0,55(Smitliern,Pine or equal). 4, Allovvtilrte load vAles;fear Nvitfidm wai tire:based ern a minim ma penetration of 2'4 inches into the roof tatfter by one 5110 inch x 4 inch Jta1i€'stainless,Steel lag Screw, 5. tAllcoNvtable vniue;may not he iiic_rease€1 for load duratiun in accordraricce with Section 10-4.2 of tile NDS-05_ uplift Lateral ' r � a Ilsvv � Page 3of4 EVALUATION REPORT Report Number- 0248 Originally Issued: 0912012 ValldThrought 0912013 4.2 Installation Rain test data and thickness of alumimim fla, .�hing is it' with Acceplance ia EZ Roof Mount must be installed using the 5116 inch for Roof submitted Flashing conformance for pipe PenetfatlorlS ([CC-ES Criter AC diameter stainless steel tag screw at each bracket 286-2008). Rain location as described last conformed to (inderw1iters instructions . in the marlUfaCturers installation Laboratory.Standard for Gas Vents, UL 441-96 Section . Lag screw mkist Penetrate into the root 25. rafter a minimurn of 2 Ip ;riches. Prior to installation, the root rafter shall be bored with the required lead and 'rest compliance with results clearance hole for the unthreaded and %hank portions ISO/IEC 17025 are from laboratories if, of the fag screw as required in Sectiot, 11.1.3 of the NOS -05. Threaded portion of the laq screw shall be 7.0 IDENTIFICATION inserted into its lead fio e by turning with a, wrench and not driving by a hamr-ner. A die-stamp label in Ifie flashing bearing the naine and address of the , the mode Use of auxiliary holes In the Shoe other than the use of IAPMO Uniform ES manufacturer M Firks of Conformity,l and number.this an extra fastener to stop the Shoe from rotating during Evaluation Report Number(ER-0248). installation is OW-Side the sCope of this report Flashing should be installed full under the shingle up to the raised portion of the fiasIling to Prevent water lApMo U j110-ross under the shingle, f4c PUrIjOn of the flashing E S should be bent upward- tho flashing must rest fully r, against the root sfi1ngIe%.'0tljprwisa the water and wind Performance May be impaired, NT M 6.0 CONDITIONS OF USE IAPMO#0248 E. Z Roof Mount L-Foot Kit for Shingle Roofs described In this., report complies with the Codes listed in Section t.0 of this report subject to the following conditions., 6.1 E7 Roof Mount shall be installed In accordance with this TePOTt, fnarvuPacturer'q instAllalion instructions and the codes listed if,S+ action action 1,1, 6.2 Calculations to verify the Imposed loads an the F_Z R(,'Of Mount assembly do not exceed the allowable loads Contained In Table I of this report shall be sul)"Ited 10 the code official when requested, CalCUlatiOnS shall be prepared by a registered design DFOfesv'0081 when required by the statues of the it-nisdiction Where(fie work is constructed. 6.0 EVIDENCE SUBMITTED I-estinq arid analy Is dala s -submitted is in conformance With hvaluallon Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002-20111). Page 2 of 4 EVALUATION REPORT _ � U010! Report Numbers 0248 Orlglrlally Issued: 0912012 Valid Through: 09(2013 Division: 06--WOOD AND PLASTICS 10 DESCRIPTION Section: 06060-Connections and Fasteners REPORT HOLDER: 3A General Description EZ Roof Mount L-Foot Kit consists of 5 basic: SunModorCorporation comp snents (1) shoe assembly with captive waterproof 1906 SE S at,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4)La EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See SunMedo EZ Roof Blount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 1.0 EVALUATION SCOPE: 3.2 Materials EZ Roof Mount is fabricated front aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum allay with dimensions of 2,80 inches in diameter and 1 00 • 2009 international Building Co(fe@) inches In height. It is held In place using one 5116 inch. o 2009 International Residential(erode diameter tag bolt that is 4 inch in length and made of • 2006 International Building Code, stainless steel. Flashing is fabricated from sheet • 2046 international Residential CodeRi aluminum with dimensions of 1t7.t7 inches In width, 12,5 inches in length and 0.04 inches In thickness. 1.2 Evaluated In accordance withr. L foot is a 2.00 inch long unequal leg angle made front • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES EC002- depth 2.00 Inches in width and 0.24 inches in 2011),Approved March 2011 thickness. It contains a 4,375 inch diameter round hole • Acceptance Criteria for Roof Flashing for pipe with a 0.83 inch diameter chamfer (ire basel that is Penetrations(iCC-L. AC286),Approvers April 2014 located in the center of the base teed, One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and Is located 4.30 inches front the top edge of the vertical leg, which has a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 210 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 satellite dishes on asphall shingle roofs with wood Tabulated allowable loads shown in Table 1 of this rafters underneath. report are based on allowable stress design (ASO). Adjustments to these values are required for wet P7 Roof Mount is snecifically designed to be used for service conditions, sustained exposure to elevated installation of solar pastels for electric or hot water temperatures, use witty fire retardant lumber or with production on r01DIs with slopes from 3 to 12 units lumber whose spec-Mr. gravity is less than 4.55 vertical in 12 units J~,or'izontat° (Southern Pine). Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 far more detailed explanation, Page 1 of 4 Cep runt^?tnt.^hf In!crslaU�na!a,cz�r,'gvs,r nhlmcing ane?+chnnk 'Offtwt Js�rVti rsiw-kt.prnlad 1,it..L!,41 S;131..No P41101ws rutlica inn r AY he r oe'nd r't.al d}' *1 Or I—sm1w.»,-'-)Y hj 3 f nfl S, �s119thrme'Pb9 bwr' tefA.+dn rt r..is... Flt 1-877 VEEP.i Fs:mu IIT2 a-7s.iy+b k„�+�„arryi is 4l9 d0 @a L�oct P>`e�nAp`p^"%.u1rR+•.,G+nl�"*4 fa17Gr-Y 94Y vicar'2.w•� +fi 14 r**'+ticlq rflpwsj)i"01 11 Northeast April 3rd, 2015 Attn: Building Inspector, The roof structure of the house at 100 Maple Ridge Rd. Florence is constructed of SPF#2@ 2x8" rafters (celling not attached to rafters) @ 16" on center,with a maximum span of 10' 3".The entire span of the rafters is 15' 9" but is broken by a 2"x4" knee wall 8' in from the south wall, except where the access hatch/window bump-out is. At the access hatch location there is a shorter knee wall 5' 6" in from the south wall.The roof has an approximate 8/12 pitch,the sheathing is 1/2" plywood and there is one layer of asphalt shingles covering the roof surface. Based on the 8th edition of the international building code, and the Ground Snow Load of 40 psf,the roof structure is strong enough to support the additional 4psf of proposed photovoltaic modules and racking.The photovoltaic modules' rail attachment points will be in a staggered pattern with rail mounting feet no more than 4' on center to most evenly distribute the weight of the Photovoltaic array. 4S'lly, Phillip Baunsgard Jr. MA-CSL#CS-106113 Installation Supervisor Northeast Solar Design (413)247-6045 136 Elm St. Hatfield, Ma 01038 Northeast Solar Design • 136 Elm Street, Hatfield MA 01038.413-247-6045 IiJ j Main elect ric P anel in basement S a ra ro se Page City of Northampton 100 Maple Ridge Rd Building Department p g Plan Review Lot 29 L29 212 Main Stre Northampton, Ma 01062 Northampton, MA 01 nk NO I asit- The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 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.❑✓ 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, §I(4),and we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]* 4.F-1 We are a non-profit organization,staffed by volunteers, 1 l.❑ Health Care with no employees. [No workers' comp. insurance req.] 12.❑ Other *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#l. I am an employer that is providing workers'compensation insurance./or my employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:100 Maple Ridge Rd City/State/Zip: Northampton, Ma 01062 Policy#or Self-ins. Lic.#WHN 5715134-02 Expiration Datw."Mfr� 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 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,un a prtin zd penalties of perjury that the information provided above is true and correct. Si natur • i Date:10/29/14 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#: www.mass.gov/dia SECTION 8-CONSTRUCTION SERVICES 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS106113 License Number 11 ward Ave . Southampt , Ma 01073 6/7/15 Ad d rwa Expiration Date 413-247-6045 Signature ephone 9. Registered Home Improvement Contractor Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 Elm St . Hatfield, Ma 01038 7/14/15 A Expiration Date Telephone 413-247-6045 c SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... )ILI No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [C] Siding[O] Other[©] Brief Description of Proposed Work: Install 33 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 Matthew Page as Owner of the subject property hereby authorize Northeast Solar to act on my b half, in all matters relative to work authorized by this building permit application. 6 Q Signatur Owner Date Ann Bronner as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Ann Bron r Print Nam _ Signature of Ow 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 0 DON'T KNOW Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q 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 Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. RGC Department use only City of Northampton Status of Permit: D Building Department Curb Cut/Driveway Permit AM ' 0 20i� _� 212 Main Street Sewer/Septic Availability+ Room 100 Water/Well Availability N rthnmpton, MA 01060 Two Sets of Structural Plans Northampton,, MA Electric,Plumbing Gas��I,,n.hhspp��c io� -587-1240 Fax 413-587-1272 Plot/Site Plans t3'I'o13'QI 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 100 Maple Ridge Rd Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Matthew Page 100 Maple Ridge Rd Name(Print) Current Mailing Address: 413-387-9015 0(-7o zo Telephone Signat e 2.2 Authorized Agent: c ►3 L I�tEC�� � Name(Pri Current Mailing Address: us 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= (1 +2+ 3+4+5) 44,250 Check Number This Section For Official Use Only Building ermit Number: Date 9 Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0955 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 100 MAPLE RIDGE RD MAP 36 PARCEL 274 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiny Permit Filled out Fee Paid ` Tyaeof Construction: INSTALL ROOF MOUNTED 33 PANELS SOLAR ARRAY J r New Construction Non Structural interior renovations Addition to Existina Accessoa 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 INF0,4MATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission „Permit DPW Storm Water Management m i ' ay YL Sign a Buw ding 6 fficial 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. 100 MAPLE RIDGE RD BP-2015-0955 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-274 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-2015-0955 Project# JS-2015-001845 Est. Cost: $44250.00 Fee: $265.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft): 41382.00 Owner: PAGE MATTHEW&SARA ROSE PAGE zonine: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 100 MAPLE RIDGE RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMA01038 ISSUED ON:411312015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED9.2kw 33 PANELS 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 4/13/2015 0:00:00 $265.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner