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C C 3 c O c aci (°o E v O ui c) E fl,� cn wo � � C m c � Wa L. z c c c � � o uQ a w v, c c w E O 4) c p. :3 a_ ° (n C0 L 3 c T f.�. a00 c a O .- OONNN � TU 3 m U fl-moN w c o > m = a `o °O o �.2 `��° N (D X a) ° o °o °OOOOQ m » cn O V w' C14 U .v.2 cw < o O w (.5 Cq OD W 2 NNN NNN2 <C (nQ LO-ZO-4LOZ (sayoui 00•LL X 00'L L)9 Paai9 11nd ISNV LL9ZOl Z O H U a Z O U O « u- LO-ZO-hLOZ (sapul00'LL'Koo'LL)9paa19INISNV LL9M 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3" 4N 6105-T5 ALUMINUM 1N � 000 00 00 SolarMount/SunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE UNIRAC.COM 505.242.6411 L-Foot UNIRAC-310068 S:AAutoCad Detail Library\CAD\UNIRAC-310068_2in Serrated L Loot.dwg, 6/24/2008 141: 3 PM . Data sheets :o U NJ,RAC SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-13, 310168D 310208C, 310208C-B, 310240C,310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(YAxis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 HEX HEAD SCREW '/4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 1.316 3.000 SLOT FOR 0 SLOT 3�" HEX BOLT FOR 1.385 HEX BOLT .387 .750 1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted women U W RAC • ' • • SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear or Dark Anodized • L-Foot weight:varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu - •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw,or other attachment method Applied Load Average Safety Design Resistance U Star rA11 Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) M Sliding,Z+ 1766 7856 755 3356 2.34 1141 5077 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492)1 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 . Technical Data sheets Cow mmUNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D Bolt Mid clamp material: One of the following extruded aluminum rre alloys:6005-T5,6105-T5,6061-T6 Mid la a Nu, - Clamp Ultimate tensile: 38ksi,Yield: 35 ksi `' , 0 Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs(23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents ., Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/,"-20 T-bolt and one W-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque Beam Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance IM D[sTUK[ Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y i Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 ---'' Olt Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • End clamp weight:varies based on height: --0.058 lbs (26g) Clamp Allowable and design loads are valid when components are .�" Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one W-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam ►X �.s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) m Wiry Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 1 2.72 79(349) 0.555 Dimensions specified.in inches.unless-noted i SOLARMOUhrr Technical . , , - - dowUNIRAC SolarMount Technical Datasheet Pub 110818-1 td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden..s alloys:6005-T5, 6105-T5, 6061-T6 up Clip .r ' no Ultimate tensile: 38ksi,Yield: 35 ksi ' Finish: Clear Anodized • Bottom Up Clip weight: -0.031 Ibs(14g) Beam `Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one %"-20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut, and one%"flat washer Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- r` party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. 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N 6.0 A�v 77, .... ....... 0 w EcoFasLen Solaro) 877-859-3947 Committed to the Support of Renewable Energy rn ni n. 2 M i M z I --n z > 0 z M c: Z 0 0 U c 0 n D 0 C) ro V) —n (D "- .m � � J tr �` A k,. uw zr � Fr m' m v P .......... 4 T � { v. a . �„✓ --� 4 �fFkT�rr d xq x+&x*GwS q n„ ^S { .. : I i 0.,x �r _, t Virtus011 Module Ren ,IIIIIW, 255W, 260W Dimensions IN Curves 992mm 40mm 949mm l To- 4 7 5X7 512 1000W/m' l UNCTONBOx e LABEL 800W/m' � I I 111 8-600w/m, i E U I j o 4- 40OWI E E EI ° 2 20OW/m' �ro nay l j o o s ro is zo zs ao as ao Voltage IV) NSTALL NG HOLE BN3.5 Varied irradiation Efficiencies VENT NOLF Irradiance 20OW/m2 4o0W/mt 60OWI SOOW/m2 1000W/m2 F Drawing Only for Reference Efficiency 15.8% 16.2% 16.2% 1611% 16.0% Electrical Characteristics STC / 1 Maximum Power(Pmax) 250 W 255 W 260 W Power Tolerance 0-+SW 0-+SW 0-+SW Module Efficiency 15.4% 15.7% 16.0% Maximum Power Current(Imp) 8.31 A 8.39 A 8.53 A Maximum Power Voltage(Vmp) 30.1 V 30.4 V 30.5 V Short Circuit Current(Isc) 8.83 A 8.86 A 8.95 A Open Circuit Voltage(Voc) 37.4 V 37.5 V 37.6 V Values at Standard Test Conditions STC(Air Mass AM1.5,Irradiance 1000W/W,Cell Temperature 25'C) Electrical Characteristics NOCT JC25OM-24/Bb / Maximum Power(Pmax) 185 W 189 W 193 W Maximum Power Current(Imp) 6.57 A 6.63 A 6.74 A Maximum Power Voltage(Vmp) 28.2 V 28.5 V 28.6 V Short Circuit Current(Isc) 7.12 A 7.20 A 7.27 A Open Circuit Voltage(Voc) 35.0 V 35.1 V 35.2 V Values at Normal Operating Cell Temperature,irradiance of 800 W/m=,spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/s Mechanical Characteristics Characteristics Cell Type Virtus II(Polycrystalline)156 x156 mm,60(6x10)pcs in series Temperature Coefficient of Voc -0.30%/°C Glass High Transmission,Low Iron,Tempered Glass Temperature Coefficient of Isc 0.04%/°C Frame Anodized Aluminum Alloy Temperature Coefficient of Pmax -0.40%/°C Junction Box IP65/IP67 rated,with bypass diodes Nominal Operating Cell Temperature(NOCT) 45'C+2°C Dimension -1640 x 992 x 40 mm Output Cable 4 mm2(EU)/12 AWG(US),1000 mm Weight 18.5 Kg Installation Hole Location See Drawing Above Packing Information Maximum Ratings Container 20'GP 40'GP 40'HQ Operating Temperature -4OoC-+85°C Pallets per Container 12 28 28 Maximum System Voltage 1000VDC(EU)/600VDC(US) Pieces per Container 300 700 770 Maximum Series Fuse Rating 20A(EU)/20A(US) o:2gtW2B13.B) •C•rxact Rmew4for rolenna Wrnonrn GU110N:M ryMa raerNed.OetlP•M sP•nNUtbn•n wblett b darye wMlwut prbr nentt. ReneSola.com e X11 250W, 255W, 260W EffcieDCy High Module Conversion Efficiencies O 7.. --,u-C Easy Installation and Handling for Various Applications -2P, j Mechanical Load Capability of up to 5400 Pa Conforms with IEC 61215:2005, Ec aJ IEC 61730:2004,UL 1703 PV Standards care�clo��' 1509001,OHSAS18001,15014001 Certified Sa,�Yx F e Application Class A,Safety Class II,Fire Rating C Gu�ee a° 100% C 10 n 95% material& 90% Ada�d�aiuu workmanship E m _ CO 85% N E 80% 0 d0% linear power 0 1 5 10 15 20 25 ' output YEAR APPROVED PRODUCT ;„.. c©us '/\ ✓c e. PV CYCLE LISTED ❑ \ „ Intertek ReneSola.com Property Consent Form Owner: C-S 4k&10 60 SK k Address: -7 Z A Town: FLO(_k!7J0_C State: NkA. Zip: CA ocl- Phone: �% ") - S70 - 3 o 7- 1 herebv give permission to Alteris Renewables, Inc., dba Real Goods Solar and their representatives to pull the required permits for a solar installation on the above stated property. Signed, Horn ow i r(s) Date February 6, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Baranowski Residence, 72 Autumn Dr., Florence, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roof—Main Roof 1 (one layer composition shingle): with 2" x 10" rafters at 16" c-c having a roof slope distance approx. 16'-6" with a rafter span 12'-0", pitch 17 deg.; Garage Roof 2 (one layer composition shingle): with 2" x 6" rafters at 16" c-c having a roof slope distance approx. 14'-9" with a rafter span 11'-6", pitch 17 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed.. For the installation of the solar mounting; the Unirac Solarmount rails will be anchored to the rafters with L-foot supports having EcoFasten Green-Fasten with CP-SQ Bracket and flashing or equal to be located on the center of the rafters and will be securely fastened to the rafters at 48" sp. with 5/16" x 3 1/z" SS lag bolts. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members as shown on drawing PV-A02. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the MA Residential Code and loading requirements of roof mounted collectors. Thereby, I endorse the solar panel installation and certify that this design to be structurally adequate. �1J pF M'�SS Sincerely, .�N AcyGs � cava_ o N� srae5 James A. Marx, Jr. FC;iS�f. Professional Engineer °�ssioNr*�-`�� 57 MA 36365 V� 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street qV Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Taugwonk Spur, Unit A-12 City/State/Zip: Stonington, CT 06378 Phone #: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 120 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. * 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 131A Other solar panels comp, insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 72 Autumn Drive City/State/Zip: Florence, MA 01062 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 tfhder tl*pa) d penalties of perjury that the information provided above is true and correct. Signature: �� Date: jk Phone#: (860)535-3370 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.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Michael Rotondo 102054 License Number 6111 Gellette Road, Fairhaven, MA 02719 10/6/14 Addr-�X-z ens � Expiration Date � 401-215-7056 Signature Telephone 9.Realstered Home ImcrovemeM Contractor; Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Addr.sw Expiration Date Telephone 860-535-3370 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....... 0 No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all aoolicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[[--3] Other[tom] solar Brief Description of Proposed Work: Installation of a 5kW roof mounted solar array using 20 ReneSola JC250M-24/86 modules,20 Enphase M215-60-2LL-S22 micro inverters&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet 6a.N New house-and or addition to existing housing, complete the following: a. Use of building :One Family X 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 l James Baranowski as Owner of the subject property hereby authorize Alteris Renewables dba RGS Energy to act on my behalf,in all matters relative to work authorized by this building Jpermit application. see signed authorization form attached Signature of Owner Date' I Alteris Renewables dba RGS Energy 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. Kim Hendel Print Name r Ji Signatuie of Owner/Agent Diite 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 DONT KNOW YES IF YES: enter Book Page; and/or Document# B. Does the site contain a brook, body of water or wetlands? NO © DON'T KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained © , Date Issued: C. Do any signs exist on the property? YES © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © 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 © NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only �i y of Northampton Status o1 F e rri t: B ilding Department Curb C"fivoway persrtlt � } FEB 2 a Z�ii 12 Main Street Sewer/ apAv�liilly. Room 100 1�"e#�fet#�► � , __ --- - ampton, MA 01060 T 5ets,of 5duraila Eieo1i phone-1 - 7-1240 Fax 413-587-1272 Plott�Plans- other 3p rte_ 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 72 Autumn Drive Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: James Baranowski 72 Autumn Drive,Florence,MA 01062 Name(Print) Current Mailing Address: 413-570-3002 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba gys 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 4,000 (a)Building Permit Fee 2. Electrical 17,000 (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) 21,000 Check Number 0 This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0897 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 Q PROPERTY LOCATION 72 AUTUMN DR MAP 43 PARCEL 039 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiniz Permit Filled out Fee Paid Typeof Construction: INSTALL 5KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 102054 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOf�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 e n Delay Si ature o Bu d ng 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. 72 AUTUMN DR BP-2014-0897 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:43 -039 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-2014-0897 Project# JS-2014-001555 Est. Cost: $21000.00 Fee: $126.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 102054 Lot Size(sq. ft.): 14505.48 Owner: BARANOWSKI JAMES J&SHARON L GUYOTT Zoning: Applicant: REAL GOODS SOLAR INC AT. 72 AUTUMN DR Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:212112014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 5KW 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 Signature: FeeType: Date Paid: Amount: Building 2/21/2014 0:00:00 $126.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner