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30A-057 (4) 51 LIBERTY ST BP-2017-0905 GIS u: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30A-057 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit 4 BP-2017-0905 Project q JS-2017-001535 Est.Cost: $18580.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(so. ft.): 21692.88 Owner: MAGRATH CYNTHIA H&SARA D JONSBERG Zoning: URB(100)' Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 51 LIBERTY ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 O Liability HATFI ELDMA01038 ISSUED ON.112712017 0:00:00 TO PERFORM THE FOLLOWING WORK INSTALL 15 SOLAR PANELS ON ROOF -3.75 KW POST THIS CARD SO IT 1S 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: FeeTvpe: Date Paid: Amount: Building 1/27/20170:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File N BP-2017-0905 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 O PROPERTY LOCATION 51 LIBERTY ST MAP 30A PARCEL 057 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Perm it Filledout Fee Paid TvPeof Construction: INSTALL 15 SOLAR PANELS ON ROOF / 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 INXOR,IAATION 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 ! S uild ug OflIclaf ate L 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. Dhr The Commonwealth of Massachusetts Board of Building Regulations and Standards UN FOR s ; Massachusetts State Building Code, 780 CMR MIUSE LfCY f Building Permit Application To Construct, Repair, Renovate Or Demolish a Remised Afar 3021 l One- or Two-Famili,Dwelling This Section For Official Use Only _ }I adding Permit Number: Date AppBerL Bu ding Official Wrint Narne) Signature Date ' - .� � ... )� SECTION lc SITE INFORMATION _ � 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers _ 51 Liberty l.la Is this an accepted street'?yes X no Map Number Parcel Number 1.3 Zoning information: 1.4 Property Dimensions: Zomig District Pnrixised Use Lot;3rw f.W ft) Frontage-(ft) 1.5 Building Setbacks(ft) Front Yard Side Y"ads Rear Yard Required Prueided Regtured 1'mvided RequimA FmvidCd 1.6 Water Supply:(M.CfL<.40,§54) t:7 Floud Zone Information: 1.6 Sewage Disposal System: Zine: Outside Flood lone? Public❑ Private ❑ Check dyes❑ Municipal 13 On site disposal system ❑ SECTION2: PROPERTY OWNERSHIP' 21 Owner of Record: Cynthia Magrath Florence ...—MA 01062 Name(Print) City,State,ZIP 51 Liberty Street (413) 238-0481 herbountyfarm@gmaii.com Na and Sircu( Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Consttuctioa ❑ Existing Building❑ Owner-Occupied ❑ Rep i rats) ❑ Alteration(-,) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Uuits__ Other 'K-1 speeity: Solar _ Brief Description of Proposed Work': Install 15 solar panels On Roof SECTION 4: ESTIMATED CONSTRUCTION COSTS Estinuted Costs: Item (Labor and Materials) Official Use Only I.Building S 1, Building Permit Fee:S Indicate how fee is determined: 2 Electrical g ❑ 8tandard Cityfrmvn Application Fee ❑Total Project Cost' (item 6)x multiplier x 3. Plumbing 3 2. Other Fees: S 4,Mechanical (H\ AC) $ List: 5. Mechanical (Fire S — Su ression) Total Alt Fees: S Check Amours . Check No. 7� Cash Amount:_ 6. Total Project Cos[', £ $18,580 ❑ Paid in Fnit ❑ Outstanding Balance Due: _ �� ! SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-1061.13 6/7/17 Phillip BallFl9lLdrd Liceasc Nnmbe[ Fxpiraaoa Datc Nome ofCSI,holder List csi,Tyw:tree aewr,> o 41 Heath Rd No. and Sweat Type Description Colrain, Me 01340 U Un1-1i11cd Maturing,su to;5,b00 cn. tl. R Restricted 1&2 Family Duelling Cil " 'own,,(Stile, P M Masouxy / r! WS Solid Ii I net d Sing RC Itoofin Cover �_ /! rLino _ ming Appliances 413-247-6045 phi?@northeast—solar.co t tris„m[ton tele bane Email addwfic D De.iron 5.2 Registered Home Improvement Contractor(1110) 169 641 7/14/ 17 Northeast Solar 111C fteeistraEoo Number Lxpivaw.Date II1C County Nnme or HIC Registrant Name 136 Elia St . _ ann@northeast—solar.aom_ No_and , , . ?mail address _RatfieldMa. 01038 413-247-6045 Cit flown.State,ZIP Tele hone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c.152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with Itis application. Failure to proride this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..... No ..... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of die subject property,hereby authorize Northeast Solar to a,�Iton my behalf, in all matters relative to work authorized by this building permit application. / Pn Ona eC,NuuC °lecnmt-IC Si aatate Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, t hereby attest under the pains and penalties ofperjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 10/1112016 Print Owner's or AuOoraed Agents Name(Metrouie Sienamre) Date _NOTES: I. An Owucr wbo obtains a building penui[ro do her own work,or art owner who hires an unregistered contractor (riot regbacred in the Hone Improvement Contractor(HIC)Program),will our have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at ww%y.muss.eoa'ocl Information on the Construction Supervisor License can be mond at www mass reWelo 2. _We substantial work is planned,provide the infonuation below: Total floor arca (sq. ft.) including garage, finished basorieravattics.decks or porch) Gross living area (sq. ft.) Idabitable room count Number of fireplaces Number of bedrooms _ Number of bathrooms Number of halfleaths Type of heating system Nmmber of decks/porches Type of cooling system Enclosed ,_Open_ 1. "Total Project Square Footage”may be substituted for"Total Project Cost' Vreeland Design Associates An integrative approach to design engineering and site planning Date: January 18,2017 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Cynthia Magrath, 51 Liberty St, Florence,MA: Structural assessment of existing house roof to support proposed solar array. I have investigated the existing roof framing in the area of the proposed PV solar panel installation. The original I-story,26'x 40' ranch style house with a walkout basement garage, on the south gable end, was constructed in 1955. A 20'x 22' addition is connect to the north gable end of the house. 15-PV solar panels are to be installed on the west roof of the original house. The rafters appear to be Douglas-fir and are 2x6 (13/,"x5'/n") installed at 16"on-center, spanning 12'- 6", with a 5/12 roof slope.2x6 ceiling joists are attached to the bottom of the rafters and prevent the roof from spreading. The existing roofing is asphalt shingles. I have reviewed the mounting details for the proposed solar array. Based on my calculations and a PV panel unit weight of 40f 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 of the original house is adequate to support the proposed PV solar arrays and the snow and wind load requirements of the current MA State Building Code. Please contact me if you have any questions or need additional information. Sincerely, L11 eFM1,q 3? �c o`er DAVIDA. sd VHEELAND CIVIL H David Vreeland, PE n No.46317 Vreeland Design Associates 'lb,,kOIsrreti SSW ALG 116 Riva Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 4 r � 5 A3 � f �� rV sem �$., w /� `fir - • � 44 s , � a -,& vim' � • N LG NeON ze/ack MMIMEN Mechanical Properties Electrical Properties(STC•) Cepa h.10 300W Cell Vendor LG MPP Voltage(Vmpp) 325 Cell Type M.—I'larine/N-race MPP Current lout) 926 Call Dimenslans 15675x156./S mm/6s 6 mch Open Circuit Voltage(Voa) 3Y.7 .of Busbar 12(MUIV Wire Busbar)0 Short Circuit Correct 050 9/0 __. . ..date Dom ensmns(Lx WxH) ea 17.1111 a1 S Module Ef Temperature Ifl3 fia9o393]+LSI•nrh Operating Temperature(°Q -00- .90 Front Load 6000 Pa/12S Psf 0 Mawimum system Voltage(V) 1000 near Load Sa00 Va/113 Psf0 Manlmum Series Fuse pro,let 20 Weight 170-0 kg)3/48 11lbs Power Tolerance(%) 0-.3 Conn ectortype M C4,MCx CmnpaGble,I161 3nnmo.... w6,or, eypass oades _ ° ..I 31 LengthorCables 2, 000mm/2x393/mb Glass t,11nr,aa"rn Electrical Properties(NOCT*) flame Alodaed canno n 300 W Certifications and Warranty Ma.im°1n Powe.(peepy) - 218 MPP Voltage l Vmpp) 295 Cerlfil.u...(to Progress) IEC 61215.ILC 61 73n 11 UL1/03. MPP Current nopp) 730 15O n00 1, 62716 Seal oniaTest). Open Circuit Voltage Ooc) 365 IEC ]UL(Salt MisrCormson lest) Short CircuitCircuitre Content par ]H3 Module Fire Performan¢ Type ne 2(JL1]03) I]T .I rr I lar. SC.I I I to, P e j r r.e..ni a. product W—uty 'ears 0 _ Ontletw my of Pm Lnr.o warranry' 6 Dimensions(mm/in) Ime x) 11,11 1,Inr zsr• Temperature Coefficients NOCT 46 x 3°C - _ PmpP 038`e✓°C 0_ Ise - 002%1'1 _ Characteristic Curves �� ' nom, ora, roq m ,:• �� B . 260 6. tl- h tone. .- . 0 ._ 2 , u , r!]IPA. m,seen y. cT,,.wmz3z yYn 15 LI :n gfnre e na•..ate,Nram u•rLfi [ Y . . amamT "'St"- The strength of the S-5-U clamp is in its simple design. The patented setscrews will slightly dimple the metal seam material but not pierce it— Sm5to leaving the roof manufacturer's warranty intact, The Right Way! The 5-5-U and S-5-U Mini damps are each furnished with S-5—U Clamp the hardware shown to the rig ht Each box also includes a bit tip for tightening setscrews using an electric screw me nae gun.A structural aluminum attachment clam ,the S-5-U I t.d,olt+a.44 rami P z.4o" 1 m.d9eotpart is compatible with most common metal roofing materials 151.00mm/ excludinq copper All included hardware is stainless / steel.Please visit www.S-S.com for more information �� including CAD details„metallurgical compatibilities and specifications. j7I t s, The 5-5-U clamp has been tested for load-to-failure results tMW mmt on most major brands and profiles of standing s roofing. The independent tab test data found aeam t 1 _ ,www.S-S.com can be used for load-critical designs and ! ! ear •4•oa + (n."se I .W mm f applications 5-51-holding strength is unmatched in the .�; industry. 11�% Example Profiles �.r (( %��y/(/'\j� nae:install both p 0.11 sN3gYewe on dam. i,4.w mm} sidnefshon, 108.00 mntl ,--)—U Milli Clamp IRA ,a. on M1oles centered mart on , po.00.00o mm} 108.00 mm1 x 0.ten ,{y} For horizontal seams under 0.55 do not use the damp Visit (23.110 an www.S.5.com for more detailed Information and proper 1 na t''JJ clamp usain. * 1 !yi y?' �... 110.40 mm, pa'"an.) Please note:All measurements are rounded to Ue seeneW decimal plsee. 5316 Warningi Please use this Product respensiblyl Distributed by MVL by^^+opt<Is.mtlret Wfe—'1+ti CmweTVQo<www.5immfar varlon antiv uke.For M1cIrap torew.r dI, be nrbn eetl eaah,s terltl—pre—Clam a.. eultlbe e,uel—nIse Ie 111-rn`N*^aufiati.den If, 91 ebpmea :M^n.aevnlzsa Nee. mdbetwttnl3De tom mrMwIdt I eiaknM tMme,gxv4motxteN.anma4 rNnI'll webrnerf www.55.comlorpubllxbetltlalvir gartlingaaltllnq ilrengta. [oprngFi NiS.Memlflwrinrwarlan,LW.S-S pmtlmt are sunn""I- S9.zgemMlPun.tiAxMemyvrhnarttanticgnTyVMeMumlV:3tI5. AITINF <9> DS SN.aIpin GC .0 tds.co w alpinesngwgoar tls com ASG- Universal Standing Seam Attachment Bracket Specification Sheet (All Clamp Configurations) PART t — GENERAL 1.1 SUMMARY A. WORK INCLUDES 1. ASG-universal standing seam attachment bracket that does not penetrate the roof using stainless steel set screws to clamp to the seam. 2. Coordinate with the installation of the roof to assure proper placement of the snow guards. 3. Provide appropriate snow guard and fasteners for the roof system B. RELATED SECTIONS 1. Section 07600: Flashing and Sheet Metal. MasterFormatT"" 2004 07 60 00 2. Section 07310: Shingles MasterFormatT" 2004 07 31 00 3. Section 07320: Roofing Tiles MasterFormatT"' 2004 07 32 00 4. Division 7: Thermal and Moisture Protection. 1.2 SYSTEM DESCRIPTION A. COMPONENTS: 1. ASG- universal standing seam attachment bracket consists of aluminum block 2. 2 stainless steel socket set screws 3. 1 stainless steel serrated flange bolt B. DESIGN REQUIREMENTS: 1. Spacing to be recommended by manufacturer or building engineer. 2. Install a minimum of 2 set screws per bracket. 3. It is important to design new structures or assess existing structures to make sure that they can withstand retained loads. 289 Harrel Skeet,Mordsvlile,Vr 95661-Top Free Phone 1 888766A273•Tali Free Fan 1886,766.9996 1010 o ai jpc n waufvdA c,daron of Ve mbpt Sian,B Copper ServJcoe,Ino "}> Made in Vermont USA fmm recycled dralenals 2912-0229 �a\C)11'C,CARDS ww al pinesnowquards corn 1.3 SUBMITTAL A. Submit manufacturer's specifications,standard detail drawings, installation instructions, and recommended layout. 1"4 QUALITY ASSURANCE A" Installer to be experienced in the installation of specified roofing material and hardware for not less than 5 years in the area of the project. 1.5 DELIVERY/ STORAGE/ HANDLING A. Inspect material upon delivery and order replacements for any missing or defective items. Keep material dry, covered and off the ground Until installed. PART 2 - PRODUCTS 2.1 MANUFACTURER A. Alpine SnowGuards.A division of Vermont Slate &Copper Services Inc. 289 Harrel St. Morrisville,VT 05661, (888)766-4273 www.alpinesnowguards.com. 2.2 MATERIALS A. ASG- universal standing seam attachment bracket - 6000 Series Aluminum, B. Set Screws- 304 stainless steel 18.8 alloy C. Stainless Steel Serrated Flange Bolt-304 stainless steel 18.8 alloy 2.3 FINISH (choose one): A" Mill Finish- standard 289 Hartel Street.M.riwlie,VT 05661-Tali Free Phare 1888.766 4273•Try Free Fax 1 888768.9994 '-' , A ITvislon of Vermont Slate&Coppor Servicee,inc. 6 Made in Vermont USA Rum recycled materials 2012-02-20 ""y, INF 1L MI wiA011'Cwguard cmen alpinesnpwguard s.<om PART 3—EXECUTION 3.1 EXAMINATION A. Substrate 1. Inspect structure on which the brackets are to be installed and verify that it will withstand any additional loading that it may incur. Notify general contractor of any deficiencies before installing ASG- universal standing seam attachment bracket. 2. Verify that roofing material has been installed correctly prior to ASG- universal standing seam attachment bracket 3.2 INSTALLATION A. Comply with architectural drawings and / or manufacturer's recommendations for location of system. Comply with manufacturer's written installation instructions for installation and layout. Document Version 12.07.2012 07 72 53 Snow Guards 264 Harrel Steel,MorrisVile,Vr 05661-Toll Fee,Phone 1.668.7664273-Tait Free Fax 1.866.166.9994 k¢` '''"'A� rnfcQainnesnowouardS cpm ADivlsfon of veri State 6Coptler services,lnc. 4, yer Made in Vermont USA from recycled materials 2012-02-20 -fid°"