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N O ,n U T vi a) t1 ° U ` O c m O .0 T C F- N 7 C m a) 0 0) 6 i 4) m w M O Q E O N - M w m U a) O O O `- 0 E C 0 d w a) E ., O C ` ce m a a N "O m r . a 5 E N N O : O o ` .` t 9, c O O E a v 0 c• voo >3 `m m c� �c` N °' 3 m gc 8 ° a) � m T0 .(7) L CD m r) • w0) 0 UL - a) m o m m m cc m WI .` c m a) c -_°0 m m c �C o acn' '� c 15 a) y E m " a) 6 5 ac) Loo m ;°_= t Sunmodule/® SW 260 mono /2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power PR» 260 Wp Maximum power Pm, 187.6 Wp Open circuit voltage V0, 37.9 V Open circuit voltage V., 34.1 V Maximum power point voltage Vmvr 31.6 V Maximum power point voltage V°,ww 28.5 V Short circuit current I 8.73 A Short circuit current Is 7.05 A Maximum power point current h pp 8.24 A Maximum power point current I,,cc 6.59 A .51(.1000 W/m',25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°C-at 200 W/m4,95% (c/-t%)of the STC efficiency(1000 W/m')is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT 48°C Cells per module 60 TC I,, 0.004%/K Cell type Mono crystalline TC v« -0.30%/K Cell dimensions 6.14 in x 614 in(156 mm x 156 mm) TC P,,,,, -0.45%/K Front Tempered glass(EN 12150) Operating temperature -40°C to 85°C Frame Clear anodized aluminum Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS Jo 9 Maximum system voltage SC II 1000 V 8 Max.system voltage USA NEC 600 V t 7 -IWO WOW -SW WJn+ Maximum reverse current 16 A basmi.t Number of bypass diodes 3 I 4 •--400 Wind 113 psf downward UL Design Loads" Two rail system 3 " T WJnr4 64 psf upward 2 _ 0, -ISO Wi„p 170 psf downward t UL Design Loads' Three rail system t �.t� 64 psf upward 0 s 113 psf downward o to zo 30 40 IEC Design Loads" Two rail system 50 psf upward mukluk veins,IV 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. x4 37.44(951) ADDITIONAL DATA � \o. Power sorting' -0 Wp/+5 Wp - 1-Box IP65 11.33(288) Connector MC4 Module efficiency 15.51% Fire rating(UL 790) Class C 41.30(1050) 0.6(15.31 Version i VERSION 2.5 FRAME D 2.5 frame l • Compatible with both"Top-Down" 65.94(1675) -bottom and"Bottom"mounting methods mounting • Grounding Locations: LI holes n -4cornersoftheframe -4locations along the length of the module in the extended flanget ''d 1.34(34) 1 . _,_ •Ifl ..i__x4 a.zo(107)t Black&Veatch validated PAN files now available. 1.22(31) ( 39.41(1001) _I Ask your account manager for more information. 1)Measuring tolerance traceable to TUV Rheinland+1-2%(TUV Power Controlled). All units provided are imperial SI units provided in parentheses. Solar World AG reserves the right to make specification changes without notice. SW-01-6002115 03-2013 S SUflmOdUIè? sw 260,m r7o .: i r m ..,- ♦ • . + • . • . + . _ . . . . TUV Power controlled: ♦ + zt TOVRheinland if Lowest measuring tolerance in industry 't.QO000Z�15'1 • .*, + + C) Sunmodule Plus: 4 ♦ . + 4 Positive performance tolerance -o/.s Wp O 4 4 ■ R . 25-year linear performance warranty and 10-year product warranty WARRANT'O World-class quality iii - 01„i,r,od,1EC 69?Ir. Fully-automated production lines and seamless monitoring of the process and material 5 l;61730"' !El;s�rio ensure the quality that the company sets as its benchmark for its sites worldwide. Penotitc In,pechnr, Made in USA SolarWorld Plus-Sorting Iso 9001 (5).1 Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that ( ( Iso 14001 c us have greater than or equal to the nameplate rated power. Certified lntertek 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.* In accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. , // '''''''''',,4'1::.'''''''';v. �' EcoFasten Solari 877-859 3947 Committed to the Support of Renewable Energy -,� v tr 8. as m o Cr) 0 = = 3 a 0 w w T CD o-a o 0 oa N N C ,-- T T — a w 0 c 3 5- g Z CAD O o C N p cD o a cn n rl 3 a T T m R7 n p a 0 0 3 n s a w o3 r* n = Z 0- o a w a 1—oz? rn -0 w a- o D w Q- 11 PO 5 0 m 0 Ell y In U� In 0 N O N Cn 0' w O� O� O < O. 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W N — v`-+i ' SOLARMOuNT Technical Datasheets %.'U N I RAC 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 SLOT FOR T-BOLT OR 1.728 1/4" HEX HEAD SCREW %"HEX HEAD SCREW 111 1 2X SLOT FOR SLOT FOR BOTTOM CLIP will 2.500 BOTTOM CLIP 3.000 fts 1.316 a" SLOT FOR l' 1 3 385 HEX BOLT SLOT FOR ilaw i 3A" HEX BOLT ;:!!Ii1_1. .3 87 .750 DI 1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 . SOLARM0uNT Technical Datasheets :II 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- ` 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 .•- ...40011111 assembled with SolarMount series beams according to authorized VW- 41 Bolt UNIRAC documents 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• `..ef' 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 s X sure to check load limits for standoff,lag screw,or other attachment method 3C Applied Load Average - Safety Design Resistance 3 SCOT FOR Direction Ultimate Allowable Load Factor, Load Factor, '"•"""1°7 lbs(N) lbs(N) FS lbs(N) 0 A z�� _ ' 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 '1 SOLARM0uNT Technical Datasheets :FI U NI RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Bolt • Mid clamp material: One of the following extruded aluminum Mid ''� rra a alloys: 6005-T5, 6105-T5, 6061-T6 Ala •e Nu • Ultimate tensile: 38ksi,Yield: 35 ksi Clamp • Finish: Clear or Dark Anodized �`Mw Mid clamp weight: 0.050 lbs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents 111W ...„ • 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'/4"-20 T-bolt and one%%20 • ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque •let°.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 1.00 DISTANCE - - Direction Ultimate Load Factor, Load Factor, 'WftN WWII5 ".. lbs(N) lbs(N) FS lbs(N) 0 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 Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 A ►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) tiiT► - d 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 l/4"-20 T-bolt and one 1/4"-20 ASTM F594 `* serrated flange nut '' Bea •�N 1 C • Use anti-seize and tighten to 10 ft-lbs of torque ,----f�- ',� Resistance factors and safety factors are determined according to ` �l part 1 section 9 of the 2005 Aluminum Design Manual and third- Y ,4, party test results from an IAS accredited laboratory A • Modules must be installed at least 1.5 in from either end of a beam .x ..s Applied Load Average Allowable Safety Design Resistance M"`""'". Direction Ultimate Load Factor, Loads Factor, ;. - lbs(N) lbs(N) FS lbs(N) 0 mEiGto vi°t5 W11N Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 1i1K"ES 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 SOLARMOUNT Technical Datasheets :PUNS 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 Nut (hidden..s alloys:6005-T5,6105-T5,6061-T6 t Up Clip ,.' n,,o ltimate tensile: 38ksi,Yield: 35 ksi • Finish:Clear Anodized �" ` • Bottom Up Clip weight:—0.031 Ibs(14g) Beam e,r . „°'"~Bolt • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized ttilk, •'' UNIRAC documents Assemble with one' "-20 ASTM F593 bolt,one%%20 ASTM F594 . serrated flange nut, and one 'A"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. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, i lbs(N) lbs(N) FS lbs(N) 0 t l '74 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a 3/8-16 X 3/4" SS HEX BOLT it' 3/8-16 7)� SS FLANGE NUT � l (11) - [-- 4� 6105-T5 ALUMINUM 1 4 0 000 A 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 0:AAutoCad Detail Library\CAD\UNIRAC. 310068 2in Serrated L Loot.dwg, 6/24/2008 1:44:32 PM Property Consent Form Owner: m C6-1 C1-1164 Address: 2 i M-4 KO>J 7 Town: 1\1 0 State: Zip: p 1©(0 Phone: y 3' S-8(. • 3 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, Homeowner(s) Da November 13, 2013 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re: Engineer Statement for Reeves Residence, 31 Franklin St.,Northampton,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing South-West House Roof 1: (one layer shingles): 2"x 6"truss rafters at 24"o.c., having roof slope distance 11'-6",pitch 42 deg.; South-Center House Roof 2: (one layer shingles): 2"x 6" truss rafters at 24"o.c., having roof slope distance 12'-9",pitch 35 deg.; South-East House Roof 3: (one layer shingles): 2"x 6"truss rafters at 24"o.c., having roof slope distance 11'-11",pitch 30 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 Green Fasten GF1 flashing and ECO-CP- SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 48"sp. max.with 5/16"x 3 1/2" SSTL 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. 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, i 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 ' __ Office of Investigations �_=_ 600 Washington Street 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 Real Goods Solar 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. © I am a employer with 120 4. ❑ I am a general contractor and I 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. 1 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 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.© 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 are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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: 01/01/2014 Job Site Address: 31 Franklin Street City/State/Zip: Northampton, MA 01060 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 certi u 71 Ir the p 'us d penalties of perjury that the information provided abov is true and correct. Signature: `�- t Date: I1 1l 13 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: Dan McLean 105675 License Number 150 Federal Street F rence, MA 01062 7/22/15 Address Expiration Date ice,* 413-588-2252 gfiiture Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba Real Goods Solar 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Address 1 Expiration Date kri LI, 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 lSl 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 n Addition ❑ Replacement Windows Alteration(s) Ti Roofing I I Or Doors I] Accessory Bldg. ❑ Demolition ❑ New Signs [ID] Decks [Q Siding[CI] Other[El] solar Brief Description of Proposed Work: Installation of a 6.24kW roof mounted solar array using 24 SolarWorld SW260 Mono modules,24 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 ea.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 Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Charles Reeves , 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 p rmit application. see signed authorization form attached It 14(l1 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 'I j 1 \11/7 ii Si nature oOwner/Agent Date 9 Section 4. ZONING AU 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 DONT KNOW 0 YES IF YES, date issued: 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 ® DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained 0 , Date Issued: C. Do any signs exist on the property? YES © NO 0 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 © NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. • Department use only A City of Northampton Status of Permit: ��d I n _0Q / Building Department Curb Cut/Driveway Permit r 212 Main Street Sewer/Septic Availability ns coons Room 100 Water/Well Availability lectric, mc■r's& orthampton, MA 01060 Two Sets of Structural Plans Northt..r port,Mk U1 OW phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans 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 31 Franklin Street Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Charles Reeves 31 Franklin Street,Northampton,MA 01060 Name(Print) Current Mailing Address: see signed authorization form attached 413-586-3595 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington,CT 06378 Name(Print) J Current Mailing Address: 860-535-3370 '711:ir( L'HC.14--f Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 5,000 (a)Building Permit Fee 2. Electrical 21,000 (b)Etf Construction stimated To from al Cost(6)o 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) 26,000 Check Number `-' oq Nj (5(49 This Section For Official Use Only Building Permit Number: Date r: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0626 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 31 FRANKLIN ST MAP 35 PARCEL 040 ZONE SR/WSPII THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ,�q Fee Paid 54190 /56 Typeof Construction: INSTALL 24K W ROOF MOUNTED SOLAR ARRAY 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 INF 1ATION 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 - o (.11 Signature o Bui d g Offi Da e 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. 31 FRANKLIN ST BP-2014-0626 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 35 -040 CITY OF NORTHAMPTON Lot: - 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-2014-0626 Project# JS-2014-001058 Est.Cost: $26000.00 Fee: $156.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 105675 Lot Size(sq. ft.): 485415.00 Owner: REEVES CHARLES ERIC&NANCY Zoning: SR/WSPII Applicant: REAL GOODS SOLAR INC AT: 31 FRANKLIN ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 0 Workers Compensation STONINGTONCT06378 ISSUED ON:11/19/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 24K W 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 11/19/2013 0:00:00 $156.00 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Louis Hasbrouck—Building Commissioner