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By Date Description -0 --1 0 Photovoltaic System 0 N CD _, O. 0_ 4.68kW DC @ STC CD --I i 0 z ce _, w < H CD (D rn W ';I a) 3 Joseph Misterka = 312 Chesterfield Rd. , - ~ Cs 0 _ Leeds, MA 01053 rp Project#97229 1,,, 3/8-16 X 3/4" SS HEX BOLT 3/8-16 7 SS FLANGE NUT Alr) ,>[ 4� 6105-T5 ' ALUMINUM • mum 00 A C 000 Ea OD SolarMount/SunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE Serrated ALBUQUERQUE, NM 87102 USA PHONE UNIRAC.COM 505.242.6411 L-Foot UNIRAC-310068 S:AAutoCad Detail Library\CAD\UNRAC-310068_2in Serrated L Loot.dwg, 5/24/2008 1:4 :32 PM •PP U IN IRAC SOLARMOUNT Technical Datasheets •. 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 1/"HEX HEAD SCREW 1/4"HEX HEAD SCREW 2X SLOT FOR 1 SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP iljill 3.000 1.316 a ir 1 SLOT FOR ' 1 3 " HEX BOLT SLOT FOR 1.385 Ani li■ i 3/8" HEX BOLT I 1 .387 1 .750 el 1.207 Y Y 1.875 A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 ' SOLARMOUNT Technical Datasheets :P 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 ..•- 44. assembled with SolarMount series beams according to authorized Bolt UNIRAC documents i 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 ,.f' •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 ,.a, Applied Load Average Safety Design Resistance 30 WO FOR Direction Ultimate Allowable Load Factor, Load Factor, rt'"""' lbs(N) lbs(N) FS lbs(N) 0 poi f 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 IP U N I RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Bolt • Mid clamp material: One of the following extruded aluminum Mid 'rra '"'~, alloys: 6005-T5, 6105-T5, 6061-T6 Ala •e N Clamp \ ' Ultimate tensile: 38ksi,Yield: 35 ksi �'�•. • Finish:Clear or Dark Anodized • Mid clamp weight:0.050 lbs(23g) •1111 . Allowable and design loads are valid when components are .„,,4 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'/4"-20 T-bolt and one Y4"-20 ASTM F594 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- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance Loo DISTANCE — Direction Ultimate Load Factor, Load Factor, eErvrtenr4o«xes 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 A Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 vX Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006c,3020060,3020070,302008C,3020080, 302009C,302009D,302010C,302011C,302012C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 co • Ultimate tensile: 38ksi,Yield: 35 ksi ..---' • Finish:Clear or Dark Anodized --- ----'' • End clamp weight: varies based on height: —0.058 lbs(26g) - d Clamp • Allowable and design loads are valid when components are Serrated /' assembled according to authorized UNIRAC documents 44104\ Flange Nut • Values represent the allowable and design load capacity of a single Nitt end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one'A"-20 ASTM F594 serrated flange nut Bea` Use anti-seize and tighten to 10 ft-lbs of torque• O "` • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y i t party test results from an IAS accredited laboratory r`, • 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) 0 VARIES Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MOW IMt4'VIS` Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 T Dimensions specified In Inches unless noted Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 2 SOLARMOUNT Technical Datasheets ::'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 ;ut (hidden..s:- alloys:6005-T5, 6105-T5,6061-T6 Up Clip ,V .- n,,- Ultimate tensile: 38ksi,Yield: 35 ksi r • Finish:Clear Anodized /07. `. Bottom Up Clip weight:—0.031 lbs(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%"-20 ASTM F594 serrated flange nut, and one'A"flat washer ° Use anti-seize and tighten to 10 ft-lbs of torque o que Resistance factors and safety factors are determined according to Jodi 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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' ' ' n r . . 0 ri nmr . a � .�, m• _ n . k' aI y (,),..;,,...,:<.,_ (4 � �n I i I SUNIVA° OPTIMUSTM 260 MONOCRYSTALLINE SOLAR MODULES ' o IIIIIII 0- I I cN,aou,dti,r,g g HHoolla e f o,s a 7u ♦ o • a e ––":\‘' ''' rn 0 20 o- o . .'a �„�,�,agell�)aeaFliootmeoialioo�wtm=�adre,re.a,re oo ea +na uo eaa zea wo ua <ao • O I d I Voltage(V) —t wim sze-c —eoo wim um wom O I I —aee wim zoo w•••• to.write yso c 11111111111111111 r Tolerances T 1 mm 989±1 0 Hole Tolerances Vary Dimensions in mm ELECTRICAL DATA(NOMINAL) The electrical data apply to standard test conditions(STC):Irradiance of 1000 W/rn°with AM 1.5 spectra at 25°C. Power Classification(Max.) Pmax(W) 250 255 260 Voltage at Max. Power Point Vmp(V) 30.00 30.20 30.50 Current at Max. Power Point Imp(A) 8.34 8.45 8.52 Open Circuit Voltage Voc(V) 37.80 38.10 38.30 Short Circuit Current Isc(A) 8.90 8.96 9.01 The rated power may vary by J 2.5 Wp and all other electrical parameters by±5% DIMENSIONS AND WEIGHT Cells/Module 60 Module Dimensions 1653 x 982 mm;65.08 x 38.66 in. Module Thickness(Depth) 46 mm; 1.81 in Approximate Weight 18.69 kg;41.22 lbs. CHARACTERISTIC DATA Type of Solar Cell High-efficiency Suniva1 ARTisuno Select monocrystalline cells of 156 x 156 mm Frame Black anodized aluminum alloy Glass Anti-reflective coating,tempered and low-iron Junction Box IP65 rated; IEC& UL listed;with internal bypass diodes Cable&Connectors 4 mm2 cable with Tyco connectors;cable length approximately 1 m Hardware Included (2)#10 32 x 0.5"(12.7 mm)grounding screws (4)0.2"ID x 0.394"OD x 0.030"(5 x 10 x 1 mm)stainless steel flat washers TEMPERATURE COEFFICIENTS Voltage 13,Voc(%/°C) -0.335 Current a, Isc(%/°C) +0.047 Power y, Pmax(%/eC) -0.450 NOCT Avg (+/-2°C) 46.0 LIMITS Max. System Voltage 1000 VDC for IEC (600 VDC for UL) Operating Module Temperature -40°C to+90°C Storm Resistance/Static Load Tested to IEC 61215 for loads up to 5400 Pa Sanwa'reserves the right to change the data at any time. Some certifications may be pending. View manual at suniva.com/ourproducts.php 4 Please recycle. 0 Vcl The Pr■111ar)Ce of Solar Made 4'', ml,l, SUNIVA® OPTIMUSTM 260 MONOCRYSTALLINE SOLAR MODULES 0PT260-60-4 B0 The OptimusTM modules ctsnsist of Suniva's i latest technology:ARTisun'Select.These superior monocrystatline cells are designed and manufactured in the U.S.A.using our proprietary low-cost processing techniques, Engineered with our pioneering ion implantation technology,high power-density OptimusTM modules provide excellent value, -' performance and reliability. Certifications". r kl SSA a 3 y' i} ^4a Sot idrt e¢i't wra s�aa 't„�y r i ,'4 F.�'. 51 NOW AT 16+96 y^ ``, .1+� ., r� ' s 1, 5� i 'ap p 6. 1 s 4 _ 4 ? Engineering Excellence Features Quality&Reliability • • Built exclusively with Suniva's Delivers module efficiency Suniva'Optimus'M modules are highest efficiency ARTisun Select conversion of 16.0+% manufactured and warranted to our cells, providing one of the highest • Offers one of the tightest power specifications assuring consistent high power outputs per square meter at tolerances in the industry performance and quality worldwide. an affordable cost Our specifications include: Resists corrosion using marine•grade • Suniva's state-of-the-art aluminum with anodized coating Rigorous quality management • manufacturing facility features • More power per module saves • Performance longevity with the most advanced equipment on Balance of System costs; advanced polymer backsheet and technology Ask about our Balance of • Mechanical and electrical tests • Sunivan is a U.S.-based company Systems Solutions(BOSS) and visual inspections • spun out from the Georgia Tech • Provides industry-leading 25-year • System design services available University Center of Excellence in warranty(10 year warranty on Produced in an ISO 9001:2008 •Photovoltaics(one of only two such workmanship and materials; certified facility research centers in the U.S.) 25 year linear performance warranty • Ask about our Buy America delivering 80%power at STC) compliant modules x .a na%4 4 „3'"b0 b4.7444'.4 "r. ?'Sca..,0:,f',4Y..,,.m lfr,,.'m' x+ ..4 14744'40'-,g,.r+x'+n+a?Jo-. { ✓t=0.Wnt=',-PX14 d.'m..Y"i"NF i L,,,XA54444,7 y V-.===,u.,', ,=,✓=', ..,x 3d, ,,.(iY.^'=" 5765 Peachtree Industrial Blvd.. Americas@suniva.com MEA@suniva.corn Norcross,GA 30092 (o) +1 404 477 2700 Govt @suniva corn AsiaPacific @suniva.com Europe@suniva.corn July 31, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Misterka Residence, 312 Chesterfield Rd., Leeds, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof 1 (one layer shingles): 2"x 6" top chord roof truss rafters @ 24" c-c, roof slope distance approx.12'-8" and pitch 16 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 GF 1-BLK-812 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. B and ground snow criteria of 50 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 7/4)3 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar Property Consent Form Owner: 30SePit 1I v azieA Address: Z `vt ES7okt"rc1-0 Town: CU`0..5 State: ik' A Zip: 010 S 3 Phone: Li 13 ' Si b 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, H )meow •r(s) Date The Commonwealth of Massachusetts —=.— Department of Industrial Accidents Office of Investigations ç ir_= • 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. I 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 10.1=I Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 L 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 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: 01/01/2014 Job Site Address: 312 Chesterfield Road City/State/Zip: Leeds, MA 01053 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.u der t e ains pnd nalties of perjury that the information provided above is true and correct. Signature: 0 Date: 9 � 1 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 481 Kennedy Drive, Leeds, MA 01053 7/22/15 Address Expiration Date �� �(� 413-588-2252 Si ature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba Real Goods Solar 162709 Company Name Registration Number 32 Taugwonk ur,A-12,Stonington, CT 06378 4/6/15 Address ) AG /iLi(�/n 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 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) n Roofing n Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [0 Siding[D] Other[©] solar Brief Description of Proposed Work: Installation of a 4.68kW roof mounted solar array using 18 Sunivia OPT260-60-4-'BO modules,18 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 I, Joseph Misterka ,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 Signature of Owner D to 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 L1„ Cir 57/C/ 3 Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q 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 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained Q , Date Issued: C. Do any signs exist on the property? YES O 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 O NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only RECEIVED City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability AUG -6 2013 Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans DEPT.OF BUILDING INSPECTIO F> on:413-587-1240 Fax 413-587-1272 Plot/Site Plans NORTHAMPTON,MA 01060 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 312 Chesterfield Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Joseph Misterka 312 Chesterfield Road,Leeds,MA 01053 Name(Print) Current Mailing Address: 413-586-0432 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Pt G- ^ Current Mailing Address: 1�Ir/./nM 860-535-3370 Signature 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 18,000 (b) Construction Total f om(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 22,000 Check Number L3 SI L 1 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date e ' File#BP-2014-0147 APPLICANT/CONTACT PERSON ALTERIS RENEWABLES INC DBA REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 0 PROPERTY LOCATION 312 CHESTERFIELD RD MAP 15B PARCEL 029 001 ZONE RR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out a Q/j� ti/3 - Fee Paid O `� Typeof Construction: INSTALL SOLAR ARRAYS ON ROOF 4.6K 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 FOLL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ION PRESENTED: proved 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 dOPP•emolition Delay Or - . - _____.....„_,„,„..„ 7*- ---/ Signature of Building 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. 312 CHESTERFIELD RD BP-2014-0147 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 15B-029 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-2014-0147 Project# JS-2014-000255 Est.Cost: $22000.00 Fee:$132.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ALTERIS RENEWABLES INC DBA REAL GOODS SOLAR INC 105675 Lot Size(sq. ft.): 40597.92 Owner: MISTERKA JOSEPH P&JUDITH ANN Zoning:RR(100)/ Applicant: ALTERIS RENEWABLES INC DBA REAL GOODS SOLAR INC AT: 312 CHESTERFIELD RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 () Workers Compensation STONINGTONCT06378 ISSUED ON:8/9/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR ARRAYS ON ROOF 4.6K 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: FeeTvpe: Date aid: Amount. 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner