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(.0 W IX Cn < \‘',... ..) 90-601:1,07 (S1401-1)00 ti, X 00 11)El Paale 11n1 ISNV LZ696 So ARMOUNT Technical Datasheets III UNIRAC SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 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 in2 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Axis) in4 0.464 1.450 Moment of Inertia(Y Axis) in4 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 1.728 1 SLOT FOR T-BOLT OR 1/4" HEX HEAD SCREW IA"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 11101 2.500 BOTTOM CUP l 3.000 pi 1.316 v SLOT FOR -!-- ' SLOT FOR 1.385 3 HEX BOLT � ' aim 1 34" HEX BOLT .387 .750 al 1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 SOLARMOUNT Technical Datasheets IP U N I RAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- %jjl 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 lbs(98g) , ��,. • Allowable and design loads are valid when components are Bea ..- •✓IL assembled with SolarMount series beams according to authorized Bolt UNIRAC documents 411111"- 41 L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593%'-16 hex head screw and one errated ASTM F594%"serrated flange nut Flange Nu .% •Use anti-seize and tighten to 30 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-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be P.X sure to check load limits for standoff,lag screw,or other attachment method 3 0 Applied Load Average Safety Design Resistance 11(SOT rt Direction Ultimate Allowable Load Factor, Load Factor, tOODWAPf " lbs(N) lbs(N) FS lbs(N) 0 1 � � .... y 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) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162). 213(949) 2.28 323(1436) 0.664 3 ' SOLARMOUNT Technical Datasheets :P U N I RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 3021050,302106D Bolt • Mid clamp material: One of the following extruded aluminum =rra " '`, alloys: 6005-T5,6105-T5,6061-T6 Mid la •e Nu Clamp ` ., • Ultimate tensile: 38ksi,Yield: 35 ksi �� • 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 lb* "`-„,, • 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 Y."-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque Beam 000 • 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 1.00 WAKE Direction Ultimate Load Factor, Load Factor,lbs(N) lbs(N) FS lbs(N) cD 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 at 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, 3020030,302004C,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 . ...- =off • Ultimate tensile: 38ksi,Yield:35 ksi --` • Finish: Clear or Dark Anodized „.------ �"` . - r'' • End clamp weight: varies based on height:—0.058 lbs (26g) ► - d Clamp • 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%"-20 T-bolt and one 1/4"-20 ASTM F594 serrated flange nut Bea \111001:1 • 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 f f party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam .x is Applied Load Average Allowable Safety Design Resistance """"`"' Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) m YAMS WIITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 f natcross Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted 2 S0LARMouN1 Technical Datasheets III U N I RAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 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 , u (hidden..s:- alloys:6005-T5, 6105-T5, 6061-T6 t` Up Clip ,. 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~` Ilk • Assemble with one'/:'-20 ASTM F593 bolt, one'/<"-20 ASTM F594 serrated flange nut, and one'/<"flat washer • 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 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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ITI. . ....... _ .., ... ._ ... _ . . ... . .. - . - - A CS6P-220/225/230/235/240/245/250P ' Electrical Data CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P-240P CS6P-245P CS6P-250P Nominal Maximum Power at STC(Pmax) 220W 225W 230W 235W 240W 245W 250W Optimum Operating Voltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.0V 30.1V Optimum Operating Current(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A Open Circuit Voltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.0V 37.1V 37.2V Short Circuit Current(Isc) 8.09A 8.19A 8.34A 8.46A 8.59A 8.74A _ 8.87A Operating Temperature -40t—+85t Maximum System Voltage 1000V(IEC)/600V(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%/°C Temperature Coefficient Voc 0.34%/C Isc 0.065%It NOCT 45t Under Standard Test Conditions(STC)of Irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25'C Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x 10) Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) Weight 20kg(44.1 lbs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings I-v Curves (CS6P-250P) 982 _i° _977 ._..,M.....�..�...___. �In11111n111111111111 f ` 'I _m 11111111111 11111111111111 1111111111111111111111t 1� 111111111111111111111111111 I — - lmllll(mltlfln IIL I�� 111u11Eu1 m,��rt, llllllllllnllt�lll € 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was successfully companies.As a leading vertically-integrated manufacturer listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. of ingots, wafers, cells, solar modules and solar systems. Canadian Solar is on track to expand cell capacity to 700MW and Canadian Solar delivers solar power products of module capacity tol.3GWin2010. uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1 650 Riverbend Drive.Suite B Kitchener.Ontario I Canada N2K 3S2 Tel +1-519-954-2057 Fax +1-519-578-2097 inquire.ca @canadiansolar.com www.can ad an solar.corn • CanadianSolar CS6P 2201225/2301235 12401245/250 P On-grid Module CS6P is a robust solar module with 60 solar cells.These modules can be used for on-grid solar applications.Our meticulous design and production techniques ensure a high-yield, long-term performance for every module produced.Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Key Features • Top ranked PVUSA(PTC)rating in California for higher Applications energy production • On-grid residential roof-tops • • 6 years product warranty(materials and workmanship); On-grid commercial/industrial roof-tops 25 years module power output warranty • Solar power stations • Other on-grid applications • Industry leading plus only power tolerance:+5W(+2%) • Strong framed module,passing mechanical load test Quality Certificates of 5400Pa to withstand heavier snow load • IEC 61215,IEC 61730,IEC 61701,UL 1703, • Ultra reliable in corrosive atmosphere,verified by CEC Listed,CE,KEMCO and MCS IEC61701 "Salt Mist Corrosion Testing" • ISO9001:2008:Standards for quality management systems • The 1st manufacturer in the PV industry certified for • ISO/TS16949:2009:The automotive quality ISO:TS16949(The automotive quality management management system system)in module production since 2003 • QC080000 HSPM:The Certification for Hazardous Substances Regulations • ISO17025 qualified manufacturer owned testing lab, fully complying to IEC,TUV,UL testing standards ; IEC .QQ. (E C? ® «v w .E www.canadiansolar.com 3/8-16 X 3/4" SS HEX BOLT 11 �� 3/8-16 7)7 SS FLANGE NUT (St 3* 4N 6105-T5 I ALUMINUM i �i ► 1. 4 0000 0 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:\AutoCad Detail Library\CAD\UNIRAC-310068_2in Serrated L root.dwg, 6/24/2008 1:44:32 PM t,l ij. G (I) .. DS Property Consent Form Owner: / LPL tC1�vt� Address: I Town: A)(V %l Z(/ z-- State: /L/V . !! Zip: : (0 Phone: Cf .3 G° 3�T I hereby 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, It/V Homeowner(s) Date 32 Taugwonk Spur, A 12 Stonington CT 063/- (':860-535-3370 1:413-683-2225 www.ReaiCoorisSoiar.corn September 13, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Whitley Residence, 144 Riverbank Rd., Northampton,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof 1(one layer shingles): 2" x 8"rafters at 16"o.c, having roof slope distance 9'-11" with rafter span 7'-3"and pitch 18 deg.; Roof 2 (one layer shingles): 2" x 8" rafters @l6" o.c., having roof slope distance 8'-11" with rafter span 7'-3" and pitch 29 deg.; Roof 3(one layer shingles): 2" x 8" rafters at 16"o.c., having roof slope distance 9'-11" with rafter span 7'-3" and pitch 29 deg.; Roof 4(one layer shingles): true 2" x 6"rafters at 24"o.c with rafter span 10'-5" and pitch 29 deg.; Roof 5(one layer shingles): true 2" x 6" rafters at 24"o.c with rafter span 6'-0" and pitch 18 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 with Ecofasten GF1-BLK-0812 flashing and ECO-CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 48" sp. with 5/16"x 3 1/2" SSTL lag screws. The mounting system has been designed for wind speed criteria of 90 mph Exp. C and ground snow criteria of 40 psf. All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, James A. Marx,Jr. Professional Engineer ?. MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar The Commonwealth of Massachusetts _ Department of Industrial Accidents T SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Dan McLean 105675 License Number 150 Federal Str et, Florence, MA 01062 7/22/15 Addre Expiration Date it 413-588-2252 S' na ure I Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba Real Goods Solar 162709 Company Name Registration Number 32 Taugw9 k Spur,A-12,Stonington,CT 06378 4/6/15 Address-,,,/ 11 Expiration Date �/ 860-535-3370 �- Telephone 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 12:l 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 applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors (] Accessory Bldg. ❑ Demolition ❑ New Signs [El] Decks [Q Siding[0] Other[El] solar Brief Description of Proposed Work: Installation of a 4.75kW roof mounted solar array using 19 Canadian Solar CS6P-250P modules,19 Enphasc 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,If 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 Nancy Whitley ,as Owner of the subject property hereby authorize Alteris Renewables dba Real Goods Solar to act on my behalf,in all matters relative to work authorized by this building permi application. see signed authorization form attached 10 (.3 Signature of Owner Date Alteris Renewables dba Real Goods Solar ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Name /,? r ci4 L' 1! Signature o Owner/Agent Dat 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 l_ i ! Frontage L_ 1 ¢ Setbacks Front Side L:: R:i L: ? R:!_ _ f €.._ .. _. . _.__ .1 Rear Building Height : Bldg.Square Footage i _1 : % --_ _I l Open Space Footage (Lot area minus bldg&paved t , _.._ ,__ .. _ 1 parking) #of Parking Spaces Fill: 1 1 ! (volume&Location) ii...._.____ :t.._. .._._,.__ _._.__.__ ____3 A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW Q YES IF YES, date issued: 4 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT 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 0 DONT KNOW 0 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 Q NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO 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 Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only D ( f [/ \\ i _ . of rmit: sing Department Northampton Curb Status Cut/DrivewaPe y Permit 12 Main Street Sewer/SepticAvailabifl r SEP 3 0 2013 Room 100 Water/Well Availability oft ampton, MA 01060 Two Sets of Structural Plans Electric, Plumbing& p n 7-1240 Fax 413-587-1272 Plot/Site Plans. Northampton. MA C1u6o 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 144 Riverbank Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Nancy Whitley 144 Riverbank Road,Northampton,MA 01060 Name(Print) Current Mailing Address: 413-530-3064 see signed authorization form attached Telephone Signature 2.2 Authorized Anent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington,CT 06378 Name(Print) 0 Current Mailing Address: � v 860-535-3370 �l � Ot.t Signature 4 Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 4,000 (a)Building Permit Fee 2. Electrical 16,000 (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) 20,000 Check Number /157 l _ /0109 This Section For Official Use Only Building Permit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0402 APPLICANT/CONTACT PERSON ALTERIS RENEWABLES INC DBA REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 144 RIVERBANK RD MAP 25 PARCEL 006 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 07 4 Fee Paid `flJ Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY4.75K New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105675 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Si_ • e of C il.'ng Offi ial 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. 144 RIVERBANK RD BP-2014-0402 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 25 -006 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-2014-0402 Project# JS-2014-000654 Est.Cost: $20000.00 Fee: $120.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ALTERIS RENEWABLES INC DBA REAL GOODS SOLAR INC 105675 Lot Size(sq. ft.): 13198.68 Owner: WHITLEY NANCY B Zoning: Applicant: ALTERIS RENEWABLES INC DBA REAL GOODS SOLAR INC AT: 144 RIVERBANK RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 0 Workers Compensation STONINGTONCT06378 ISSUED ON:10/15/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR ARRAY4.75K 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: /C//5/13 d/;-c FeeType: Date Paid: Amount: 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner