Loading...
23D-123 (9) ' ,p yc:• >.�a;.f>,.,.� -+w ., €�, � ''' ', d�.. '`d al 111�♦.° ,.:.s q �* '... E< ,.. [`� �� 4. :.�"�',�'� a<<,. ,a,�y,�,* ?�.wt.� ',��, ..�,� � t�., � �'ku.. -A� �,T •� �3 .�,,,�e°': p,;. w , e x, yy .. .:.. :.i,S ..c.. .^'i.-'� .><;q.;"... ...,"�,',„e i, .. ". '¢a?� �' <�.o✓��5. �'x �' :�,: �x .;«,:..� +E � ` x s &. Me,' �'�' S 1� �,.�S• 3*.� a� ate' a '�a�'a+�.� a 0 a�'t�� � `t '�'t fir.., ° •a°"�.a�k �a.us.�.�.v �w.�„>, � Vs q q y, •� Z" = x.� Main electric panel in , s basement � a � w+ < a^ A L c �a a " i r i / i All 01 #*3� r y dl Mechanical Properties Electrical Properties(STC`) __ Cells 300 W 295 W 290 W 285 W 280 W Cell vendor - I'VtaxlmLlm Power Pm3x(W) 100 2`?:> Cell iype h 1"�nnc ,•.�alline. Cell dimensions I',,- I'r P> nn, MPP voltage Vmpp(V) 12 0 3.19 318 315 31.5 Cell busber 'APP current Impp(A) .42 93Q 91°, U9 R9i Root cover...... open rirr.rri!voltage Vnc(V) ,j r.� zg, 1). �'Qr, Dimensions(L x W x H) (mrn) Short circuit current Ise(A) hr) icil 9 iC. Ld N.`ifr Static load. F (s;ow) FAndule efficiency I'r Ct. 1-, 1 17 l 4')U P"Irrn,I)... _ O cmtin.tem erafure 1. _.. tvlaximurn system voltage(V) Connector type..... ..... L" -1 c,.;<"In, IP nl Maximum series fuse ring(A) ir5 Junction box IF F7:, rl 3 hypa ,diodes at -.. ... Length of cables v 100t)n r, Power tolerance(°,Q) 0--.3 Frame h, C�r1'ificaiions and Warrmty Certifir tons IFr a t r- F_lecarical Properties(NOCV) !c.,J14.r ^I L`;(10(.;1,! .._...._.. _.._.._., __._.__._ ...__......, „,.,.._.._...._.._ _._._.._.._....._.______. 01 1'�,AS i ;UCiI 300 W 295 W 290 W 285 W 280 W _...... f!I I'0 Maxirnurn power(Pmpp) :?_0 21E• Zl; 2R) -..(is. � 'Product werent Y in " ` MPP voltage{Vmpp} (/ `r 2'.1 _-r._. c Output v-rrr rniy of Pmax ... .. _ (�APa�ure f 1<le.s.,,..-3.-, 1=�Jr A,lr vd?oar•,Y�! MPP current Im Pp. '} , i Open circuit voltage(`doe) 36.5 i;_3 36.? 36, 35.9 Shndrlrcuitcurrent(Ise) s`08 7-a, 7R(i C Tempetatme, ( o fflnents Efficaencyreduciion Y-1 MOO Wrm to 200 W/,,,I NOCT jr, r _._..._. _ n e Pmpp It t7... I i ,- ,d Voc io io Dimensions (root) Char-acteristic(.,Ln Vic IX MOO L 1 _ � C00 N I 14 G( 600 Y! t F _.... - 1 ex, d r a f 2 zee W � o 9 x 1�1 J T L 120 ! ! n Kill ...... ..::..... � _ - .:.... ... I. PrTMX , , M1 i I {� 1 10 -2S 0 75 ;0 75 90 T rr, e:t.ue VQ I , 1. R1 L C,i ---------- ?,M Clam._ It tn j, 1 �2in—n,eCnN Mid ClInvip LIX X-- h4i2 _�i n,- End Mp", Se-cHon-Rush Roar 54 L-,Mir,clam, ;o Rad--,4;e,,alwn ')eW[a-End(.Mrp..p A;�4-Glev- IR 2.0-1 EVALUATION REPORT Report Number: 0248 Originally Issued, 0912012 Valid Through.- 09/2013 TAIILE 1: ALLOWAIIIAT,LOADS FOR EZ 1100F A10UNTUFOUT Load Direction Vithrinfe Load Test Load at Test Load at Calculated Allowable (see 11gure 1100s1) Tfit vqlue 0.259 Inch 0.125 hu"ll F astener/Meta! F,S.-3.0 cleilect oft cleClectiterc Stmagth I?esign marl Uplift(WiflidraNYal) 715 1,800 695 140 Lateral 260 21111, 1 151 1,30 Notes ......... I. Alkiwabir]%)ad vghlv,are bwwd ott the lt�jst value fi-on,the 111litruile loaf[of three tests(strength limit),tested load at 0,125 inch dvVwctiou(deflection Bruit),calculated(astener uqpacity(Withdrok".81 or lateral)fill.,w(yed with aspecifle gravity of O,55(Southern Pille)or 011mvni-le stress Drilloalundlutrn 1,46ut connector. 2. Allownbie to sal values are based or]fillnbcr with all of file following characteristic,-, a, Located in dry svivice conditio"S Where the moisture content dots not exceed 199°-o for at)extended period Of til"t SUch as in rnost covered strueiuies- b. Located tflleru it does not expe-tien"smointd expos"re to elevated leniperatureq that exceed 100'F, For awry`other conditions,allowable fiable values shall be multiplied by the related adinstnaprit factor(s)(C, , '110L )r 17.0 in accordance with file Ntltiohal Design Spi!6ficafinil for Wood Construction(INL)5-(ti), 3.. Alloviable load values are based oil Jutnber with aspeciric gi-gvity of 0.551,ar€arthenr pine,or equal). 4. A llowahte load values for%vthdrawal are based on-a rniniulurn penetration of 2 Vi inches into the roof rafter bV one 3,116 inch x"I inch JoIlL,"winjess q1t-0 lag,screw, 5. AllownWevalues nuay ncit be increased for load duration ill accordance with Seclitin 10.12 ofthe NDS-05. a te,ra I EVALUATION REPORT Report Nurrr.bon 0248 Originally fssueda 09120312 Valid'fhrought 0912013 ^...,...TABLE : MATERIAL PROPERTIES �:-c����p�aa��cat i'Sfateriasl A380,0 Lr ult X F 240 L-fbot — 13ls�tsainaa��a tfGx Ct� I�r TtfBz*I rx cap?.. tltsaaa�n Its all�,X�115a A�1 a8(1 .,.,,�. h`€aslt�¢ rl9ustt1t3ttm zalt�a' ICGti A4'I1Mi B209 PZ ROOF MOUNT COMPONENTS e Figures_ShoeAssc:mbly Pipure4:ilex Car r Figuae'J.;Lag Bolt Figure 5:.rialhiRa.g fig use fit; L-tbot Page 4 of 4 EVALUATION REPORT t>>� Report Numbers 0248 Originally issued: 0912012 valict Through, 0912013 TABLE 1: ALLOWABLE[.,(},ADS YOR FZ ROOF t"+1t)t1l~T 1.-1+OOT itl'T{ills,}'t'a.s ltnd )lrertitr ultimate old Test and at lest Load at Calculated Alit?rsaltte `first Value EL250 isavla O.YZ'l Inch FastenerlllAetsti (see 111gure.Wow) �.S• �.0 deflection deflection Strength, Design Load uplift(Withdrawal) 715 l,Ritm (595 340 3�0 I"I'ter"Al 160 _ 240 _ 130 153 13.0 aotcs I, Allowable load vsiltaes arc hasexl oil flit,Icaast value frorta t?re ultimate load cif three tests(stteargth limit),testt;cl load ro 0,125 inch deflection(detltcticrrt limit},ca ict.dated fhstener ctipa;ity Ovithdrwval or I venal)For wood With a speOrw gravity cif�.�$i'Srrarttaea�ts Pitne�)tar aiieraaable stress of ilie aluminum t.-foof c.rrrrreetor. 2. Allouptfle load values are bw%c i uit I4imber vvs'th all ofthe t`olh1whig.chaa'taaaeristit,s: a, Located its dry mvice.V oudhions avtrerc the,moisture content dries not cxceed 19%for an extended period ortirtte stick as in a wsf covered structures, i?. Loa Merl' hel e it dues not experience sustained";,)osure to tlCvattiM temptraturt s,that exceed 10T'l" Isar,iffy other Condit kml z,allowable table values shall tit rttatitipiied by the related tadjusiruent factor(s)1,C, and/or C,)in accordance witia the National Vedgn Speciric ation For Wood CnnWuction(NDS-05). 3. Allowable brad vgl€aes are laascd on furnber,.with a spend k gravity of 0.55(SQuiiwern Pine Or eyuai), A l Allowable Rand`,-Ou:s f o r withdr-Rwal are Rased on as tninittatattt penetration ref 2 !%, inches iatto the roof taller by otte Slit inch x 4 isach lumig stair less steel lag 4erew. 5, Allowable valises may trot be increased for load duratiun in act€arda nc-e with Sectien 113.3.2 ofthe NDS-05. Uplift Lateral Page 3 of 4 EVALUATION REP ORT Report Number: 0248 Originally Issued, 0912012 Valid Thtought 0912013 4.2 Installation Rain test data and thickness Of aluminum fleshing EZ ROOf Mount must be installed Usint the 5/16 inch submittpd is in Conformance w!Ifi Acceptance Criteria g for Roof Fleshing for Pipe Penetrations (IMES AC Otarneter stainless steel tag screw at each bracket 266-2008). Rain lest Conformed to (,indeRviltr location a$ describPd In the roanvi'acturer's installation _,rs Instructions. f Laboratory Slandard for Gas Vents, UL 441-96 Section ag screw mtf8t penetrate into the roof 25. rafter a Minlrylurn of 2 % inches, Prior to inslailation, the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the LIPthreaded and shank portions ISOIJEC '17025, -'r � T the 1 09 SCreW as MGLJirPd ire SeCtio(I of the NDS -06. Threaded POMO�) of the lag screw shall be 7.O IDENTIFICATION inscMied itlto its lead hole by turning will) a Wronch and not driving by a hamtr, ,or, A die-stamp label in the flashing bearing the name and Use of auxiliary holes in ple ddress Of the Matlufacturer. the model number, oe other thati the use of IAPMO Uniform FS Marks of Conformity, nnd this an extra fastener to stop the ehoe from rotating during Evaluation RePott Number(ER-0248). installation is Outside the scope of this rpp,-,rt Flashing should be installed full under the shingle up to 1A p the raised portion of the flashing to prevent water UEs filgross under the shingle. No portion of the flashing should bra bent uPward, the fleshing rnust rest flj!ly aga°nst the roof shingles. Otherwise the water and wintl 0effOfrnance may be impaired. 9T M 6.0 CONDITIONS OF USE IAPMO#0248 EZ Roof Mount L-Foot Kit for Shingle Roots described in this report complies with the Codes listed it, Section 1.0 of this report subject to the following condi'llon& 6.1 E7 Roof Mount shall be installed In accordance with this rePQrt, M45inufacturer's installation iristructiorls and the codes listed in Section 1,1. 6.2 Calculation s to verify the imposed loads on the EZ Roof Mount tIsserubty do Pot exceed the allowable loads contained in Table I of (his report shall be submitted to the code official when requested. CWcUlatiOns $flat! be PfPvared by a registered desior) professional When 'faquired by the statues of the jurisdiction where(fie work is constructed, 6.0 EVIDENCE SUBMITTEr) 1'"fing and a"alysis data submitted is in uonfogmance WWI Evalualfon Crilpfla for Joist Hangers and Miscellaneous Conneclors(JAPMO ES EC 002-201.1). Page 2 of 4 VALUATION REPORT Report Numberi 0248 Originally Issued: 09/2012 Valid Through.: 0912013 Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 0606D—Connections and Fasteners REPORT HOLDER; 3.1 General Description EZ ?hoof Mount 1_-Foot lit consists of 5 basic. Sun€YlodorCorporation co ponents:(1) shoe assembly with captive waterpfoof 1905 SE 5 St,Suite A washer, (2)leg bolt to fasten through the sh€not es try the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under fhe row of shingles above the shoe and them over the shoe, (4)t.- EVALUATION SUBJECT Foot that is placed over the proltuding shoe threads and (5) hex cap that is secured on to the shoes. See SunModo EZ Moor Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 1.0 EVALUATION SCUP!": 3.2 Materials EZ hoof Mount is fabricated from alurinum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting sluminum alloy with dimensions of 2.80 inches in diameter and 100 • 2009 International Building Godet-!* Inches in height. It is he'd in place using one 5116 irsch • 2009 International Residential Coder diameter lag bolt Ihat is 4 inch in length and made of • 2006 International Building Codel stainless steel. Flashing is fabricated from sheet • 2006 International Residential Codearl?t aluminum with dimensions of 10,0 inches In width, 12.5 Inches in length and 0,04 inches in thlckness. 1.2 Evaluated In accordance with:. L foot is a 2.00 inch lorry unequal leg angle rude frNn * Evaluation Criteria for Joist bangers and 6053-TS aluminum with dimensions of 3.0€1 inches in Miscellaneous Gonnecs tors (IAf'MO Irv* ECO02- depth, 2,00 inches in width and 0.24 inches in 2011),approved March 2011 thickness. It contains a €7:375 inch ditiameler round hole * Acceptance Criteria for Roof I^lastairry for Pipe with a 0.83 Inch diameter chamfer (in base) that is Pe(l atrations(€CC-ES AC266),Approved April 2010 located in the center of the base Ierg, One slot measuring 1.64 inch long by 0,40 inch wide occurs in 1.3 Properties Evaluates: the center and is located 0.30 inches from the top edge of the vertical leg, which €ias a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 2,0 USES 4.0 RESIGN AND INSTALLATION FZ Roof Mount L-Foot Flit for Shingle Rovf,,� is used to 4.1 Design mount sense s ystems and other rooftop crevices 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 (ASD). Adjustments to these valves are required for 1.vet I=7 Root Mu Lint is specifically designed to be used fear service conditions, sustained exposure to elevated installation cif solar panels for electric or hest water temperatures, use Willi fire retardant lumber or with prn.doc;tion oil roofs with slopes from 3 to 12 uni€s lumber whose specific gravily is fuss than 0,56 vertical in 12 units horizontal. (Southern Pine). Allowable values based ors fastener stre=ngth may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation, Page 1 of 4 t at X151"+r'St,^h7lremalc��ol Aacar 4aM cP'Lnrll+'g yax,,thnneriniM1ei:4 x ry".'a r.%—I d"rnlnd 67 the 4�rtlpd ilex No Pelt follrb ruhl'Kagm"Y"rer"atl end,zMrcl:ry a !®x nit at.:z.al sy# •�t er frxns rolh±r.,r7 em n^fig'2'+{alnems, a.lrm.c,mac14 tom.9 mkrtr{y rata ri,g or othar.=n,v v.1140 r•VSe*s.�.**t. Z-fl]7:I;�gtP'r�FWs `�.472.la94.5°7 F`yya�".';.� ;.�g,ryl9' 44x aa1 P'3AAd M'11 C?nE>G4o,^+arh rtn�,i M1E."aAl�-173 r^.•:E�tcRiSn Rersrx l'FeR av 1115 Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 27, 2015 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Lesley Farlow, 184 Federal St, Florence, MA: Structural assessment of existing house roof to support proposed solar array. On 5/15/15 we conducted a site visit to investigate the existing roof framing in the area of the proposed PV panel installations; on the shed dormer and on the main roof on either side of the dormer. The house was constructed in 1908. The rafters of the original 26' wide building are full dimension 2x6, installed at 24" on-center, spanning 12'-6" on the main roof with a 10/12 pitch, and spans 11'-6" for the dormer roof which has a 6/12 pitch. A kneewall is located under the main roof rafters approximately 4' in from the exterior walls. The kneewalls appear to be supported by 2x8 joists. The roofing is asphalt shingles. I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of 37f 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 array. Please contact me if you have any questions or need additional information. Sincerely, 011A OF q� DAVID A. �G VREELAND -4 tt // CIVIL. -4 David Vreeland, PE o$��rs1 "�``� `Q Vreeland Design Associates �`�`�L ISTS c' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 The Commonwealth of Massachusetts Print Forir Department of Industrial Accidents Office of Investigations "cl ' 1 Congress Street, Suite 100 � Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Leuibly Business/Organization Name:Northeast Solar Address:136 Elm St. C ity/State/Zip:Hatfield, Ma 01038 Phone#:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.0 I am a employer with 10 employees(full and/ 5. Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑ Office and/or Sales(incl.real estate,auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] g• Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4),rand we have 10.❑ Manufacturing no employees. [No workers' comp. insurance required]* 11.❑ Health Care 4.❑ We are a non-profit organization, staffed by volunteers, 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#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:184 Federal St City/State/Zip: Northampton, 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 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 nd penal ' erjury rnt the irtforrnation provided above is true and correct. Signature: °`!/r Date:4/28/15 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 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS106113 License Number 11 Edward Ave . Southamp on, Ma 01073 6/7/15 d res Expiration Date / 413-247-6045 gnature Telephone 9.Registered 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....... , 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-vear 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 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [p Siding[O) Other[O] Brief Description of Proposed � Ae Work: Install 22 solar electric panels on residence Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plans Attached Roll -Sheet 6a. If New house and or addition to existlhg.hoUgift 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 Lesley Farlow I , as Owner of the subject property hereby a rizahalfall Northeast Solar to act on b matters relative to work authorized by this building permit application. if Z� S Signature of Own r Date Northeast Solar I , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Ann Bronner Print Name Signature of Owner/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 Q DON'T KNOW YES 0 IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document#' B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO Q 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 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 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Department use only D n V ii — City of Northampton Status of Permit:' Building Department Curb CutlDriveway Permit I 212 Main Street Sewer/SepticA"vailability. JUN 3 � r I� Room 100 Water/Well Availabilit y y orthampton, MA 01060 Two Sets of Structural Plans Eleorric. Fli ­',, &G-71 p e 4 3-587-1240 Fax 413-587-1272 Plot/Site`Plans Ncriharr, n. MA 01060 ions 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: 184 Federal St, Northampton Ma 01062 Map Lot - Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Lesley Farlow/1 184 Federal St,Northampton Ma 01062 Name(Print) Current Mailing Address: 413-320-3273 Telephone Signature 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 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) 30,711 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date �a Yi► File#BP-2015-1212 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q PROPERTY LOCATION 184 FEDERAL ST MAP 23D PARCEL 123 001 ZONE URB(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 ROOF MOUNTED 22 PANELS 6.6 KW 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: 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 t' ela C [� gnature of ild' g icial 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. 184 FEDERAL ST BP-2015-1212 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D- 123 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-2015-1212 Project# JS-2015-002291 Est. Cost: $30711.00 Fee: $184.27 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 38681.28 Owner: WINN STEVEN A&LESLEY FARLOW Zoning. URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 184 FEDERAL ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMA01038 ISSUED ON.61812015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 22 PANELS 6.6 KW 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 6/8/2015 0:00:00 $184.27 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner