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(/� �/! n C T ° c C! n to r © 3 � W P II N CL C Z Z jV � m �' � J MCP C � m M V1 CO) � $ w M s - r O rr --I 3 6 'TI n pppp p NN W II UJ �. 0 V r 100 d �i _ o, g O r II m x a; � " Cr m II r��o a `g .� 0 i a � o 0 CL z ,� ,.. cn o acs` � �, � � � ., ZI n ro �! a °+° ° C� 'Q m Cr o M n) -01 to �C a � �, "gyp tD m c° II fA '" N m .0 C O °' cn A v 0 070 II M M Z n ca m M x A m N -� x i O N E Vt V O OD O n W —► �x r �^' (a) ' O n 00 00 Z 0 Lnn rn m V) _ v 3 p Module: g Decigned For: $3g13$k 7 STRUCTURAL DETAILS (18)ReneSolaJC250M-241Bb CKK RR �V�.J� SKYARE ea,;aY & UPLIFT CALCS I(1)P � n (1)Power-One PVI-4.2 OUTD-S-US-A rn 833 W.South Boulder Road Dc system size: s o L n r? DESIGN a f e g a$ j, p ARSLANIAN RESIDENCE Louisville,CO 80027 4.5 KW 141 Prospect St. SKYFIRESD.COM s a?°r ac system s ze: 480.759.3473 a a g HI e: 9 888.567.6527 Northampton,MA 01060 4.2 KW M , MPI 0 q r--� I IN 1 09 C: ILL j Luj ARSLANIAN RESIDENCE Louisville,CO 80027 4.5 KW SKYFIRESD.COM 141 Prospect St. 888.567.6527 Northampton,MA 01060 4.2 KW < 0 Z < � `� a m o � aso� z M m -q —1 _ M z -q M O D M 0 In sp 0 mo C:-I x z 'S. +) M K I D y M ;U z D Z G M r © '1 G Fn 0 � �1 0 0 z 0 M U) 0 0 --q O C Z M U) O M F1 M-1 M o V 0 O O CU 0 Z 0 Z ..( M --q 0 m O M x I � I I —I -0 m M p z 0 m m _ W r r 0 M D r r LEGEND M Designed For (18)ReneSola JC250M-24/Bb SITE PLAN lm.rtw SKYFIRE s N (1)Power-One PVI 4.2 OUTD-S-US-A il n C7 3 N ° m 83 3 W.South Boulder Road oC sysem size: s O L A s DESIGN u s a a i N 1a ARSLANIAN RESIDENCE 4 1 Q R"s o Louisville,CO 80027 5 KW SKYFIRESD.COM M�' `° - 141 Prospect St. a e _ ac system Size: 480.759.3473 a s p s 888.567.6527 Northampton,MA 01060 4.2 KW -4 0) (A .11-- 0 Fl M [�R, FR, M COVER SHEET fwafter < i�) —1 0 833 W.SouthBoulderRoad Dc system Size ARSLANIAN RESIDENCE Louisville,CO 80027 141 Prospect St AC System Size: 480.759.3473 888.567.6527 Northampton,MA 01060 4.2 KVV 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3M 4N 6105-T5 ALUMINUM 1. 00000 00 U K RAC SolarMounUSunFrame ©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-3l0068_2in Serrated L Foot.dwg, 6/24/2008 1:44:32 PM SOLARMouNT Technical Datasheets , 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 in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y Axis) 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 1.728 Y4" HEX HEAD SCREW SLOT FOR T-BOLT OR HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR U 38 1.385 " HEX BOLT SLOT FOR 3 " HEX BOLT .387 1L1L , .750 1.207 Y Y �1.875 w w SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted SOLAR SOLARMOUNrr Technical . . . - - ::mn UNIRAC 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 0 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 axxa7�a Direction Ultimate Allowable Load Factor, Load Factor, «waawurr lbs(N) Ibs(N) FS lbs(N) m ' Sliding, t 1766 7856 755 3356 2.34 1141 (5077) 0.646 tai — 9, ( ) ( ) Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y-13258(14492) 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 SOLARMOUNrr . , , - - ::=UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D • Mid clamp material:One of the following extruded aluminum Midd rra •. Bolt alloys:6005-T5, 6105-T5,6061-T6 clamp la Ultimate tensile: 38ksi,Yield:35 ksi `�,,� Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) M 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-Ibs 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 1.00 otsruv r - Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) 4) 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,Xt 1 1194(5312) 1 490(2179) 1 2.44 741 (3295), 0.620 rx 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 0 Ultimate tensile: 38ksi,Yield:35 ksi •' 0 Finish: Clear or Dark Anodized - End clamp weight: varies based on height: -0.058 Ibs (26g) 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 Y."-20 T-bolt and one'/<"-20 ASTM F594 Bea serrated flange nut • 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- Y 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 Applied Load Average Allowable Safety Design Resistance 7` Direction Ultimate Load Factor, Loads Factor, ' Ibs(N) Ibs(N) FS Ibs(N) 4)rM Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MOW 'acuNCSs Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Inches-unless-Hated Dimensions specified in Sliding,X± 142(630) 1 52(231) 1 2.72 79(349) 0.555 OUNIRAC SOLARMOUNT Technical . . . - - SolarMount Technical Datasheet Pub 110818-ltd 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 , 't (hidden..s alloys:6005-T5, 6105-T5, 6061-T6 Up Clip ;.' u 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'/4"-20 ASTM F593 bolt, one'/<"-20 ASTM F594 serrated flange nut, and one 1/4"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- -' 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, Ibs(N) Ibs(N) FS Ibs(N) m r +' 1.24 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 A P.X Sliding,Z± 1 66(292) 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a v rn i NO 7 EcoFasten Solar@ 877-859-3947 Committed to the Support of Renewable Energy n n i �7 I L m n �I I it ( a I ti m-0 -o o -Z -s C CD (D W O O 0'U (D O c c + 3 7� (D c c C n n ao 0q N ro m T -n — 3 w w — _ �O L" 7 T T O 3 - 7 :3 Z (D CD Ln O (D (D O a U) C/) r- - :3 N (a- S Q a w n (D S M r � (D CFO -o w (D w O CD v (D n i � y In lf� In ° (D � I r � I 02 w n 0 O � O i �7 N N W N N N N N ° c m a, ° � � rj LP Ln � s m °a ° a Z pS CA- CD D M 0 o (D ° �^ > Z Z o � n C o � � C ' m OIL � T 9 (D i (A — `* M„• � �`m1���-: � b... �. ``'rte..-;. `"`"�u' ^'�"' �#t�` &Ww� r � 0 44-4114414 m FcoFasten Solaro 877-859-3947 Committed to the Support of Renewable Energy o W D N W D _ D N — (l to -N Ij p w Gl D O w N m ^ W Gl O � ti �� rn rD p Gl O<< Z 3 c6D w rn O w O w O a m N: @C: rn O o m o _ n in 3 w r^r 7' ,+ .+ N N N O- N O 3 OD 7 7 d 3 7 A +n ' w x o 3 0 vrt m c o ( rf � w 9, � rn rn o a Z O 3 - <Z) o CD w Z -t m ° 0 3 T fu O w �. 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I M 1 � m IZ o > Z N 7 i r � j O LD C N o x -� 0 D Nm �, n G) � T G (i1 4�- 3 1 R • r ° _ � ; EcoFasten Solaro 877 859-3947 Committed to the Support of Renewable Energy LI i I YII N O CD o. tV p O CD N Cn CO C7 0 �I k I C r > co c n C7 'I {� `o G) 70 M M Z IID 3 o o cn N n W j C) W C r C1 m c 3s TI !, Q Co �• oo ,A � 7 w O T N N n 7 tV 3 (D X- 0 r: n � H 4 S� ^•y4 e EcoFasten Solaro 877-859-3947 Committed to the Support of Renewable Energy I i I L _ I v � f i n f I t i I _ I I 6 !f I j / I i i M M o III Z 4L IZ 3 i 3 CD -v j � n i C o ' C) T C a O oiM `D rn n G) r c n ^ T W R u ..�",-� r,,,,," ='-� ��' •'�-�` mom`�° : n Py _ 4 tr � wrt t m w y� Rooft r n CT*.�An hj Virtus011 Module Rene S- 0.1a 16- 1 250Wt 255W, 260W Dimensions IN Curves 992m. 40mm 949- f P 47 5X7 512 1 DIDOW/m 1: ; ; a- ANEL 809w/m? 600W/.' E -1 E 400W/m' E E I E E E E 2- 200W/m' 2 1 EANG fO I's 20 25 30 35 4!01 Voltage(V) INSTALLING LGLT Varied Irradiation Efficiencies Irradiance 200W/mz 400W/W: 600W/rnz 800W/Mz 1000W/ni Drawing Only for Reference Efficiency 15.8% 26.2% 16.2% 1612% 16.0% Electrical Characteristics STC JC251 M-24/Bb JC255M-24/8b JC260M-24/Bb Maximum Power(Pri 250 W 25S W 260 W Power Tolerance 0--5W 0-+5 W 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/mI,Cell Temperature 25oC1 Electrical Characteristics NOCT JC250M-24/Bb JC255M-24/Bb JC260M-24/Bb Maximum Power(Prri 285 W 189 W 193 IN Maximum Power Current(Imp) 6.57 A 6.63 A 6.74 A Maximum Power Voltage(Vmp) 29.2 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 3S.2V Values at Normal Operating Cell Temperature,Irradiance of 800 W/ri spectrum AM 1.5,ambient temperature 20PC,wind speed I m/s Mechanical Characteristics Characteristics Cell Type Virtus I](Polycrystalline)256 x256 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 a40%rC Junction Box Will rated,with bypass diodes Nominal Operating Cell Temperature(NOCr) 450(1 Dimension *1640 x 992 x 40 minn Output Cable 4 ani(EU)/22 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 -40°C-+85"C Pallets per Container 12 28 28 Maximum System Voltage 1000VDC(EU)/60OVDC(US) Pieces per Container 300 700 770 Maximum Series Fuse Rating 20A(EU)/20A(US) 11-; X n 01307 -GA-wm.N t-n.�-fl. GL%N:afli ­.­i xNj N,ecMaaon 11 mbi m SiNx­--orb,noHm. ReneSolaxcim n e a A V&ill 250W, 255W, 260W Erse�ry ! High Module Conversion Efficiencies O , Q ersragafckj Easy Installation and Handling for Various Applications �Pa_ Mechanical Load Capability of up to 5400 Pa Conforms with IEC 61215:2005, �cc a IEC 61730:2004,UL 1703 PV Standards c. oR j IS09001,CIHSAS18001,IS014001 Certified sareryaF J Application Class A,Safety Class 11,Fire Rating C e G oara 00 100% � qt5 1 U C 95% P material& LL90% Added�a�ue workmanship «' _.._ 85% N E 80% O a) linear power o_ 0% 0 1 5 10 15 20 25 , output YEAR © APPROVED PRODUCT dqµ� OOS �C' ; � �� - PV CYCLE LISTM olaxoReneSm February 26,2014 To: Building Department/Construction Official From: James A. Marx, Jr. P.E. Re: Engineer Statement for Arslanian Residence, 141 Prospect St.,Northampton, MA Solar Roof Installation I have verified the adequacy and structural integrity of the existing Main Roof# 1 (one layer composition)—2"x 6"roof rafters at 24"c-c, roof slope dimensions of 19'-0"and rafter span 13'-0", pitch 38 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 Ecol~'asten 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 32"with 5/16"x 4" SS lag bolts. The mounting system has been designed for wind speed criteria of 90 mph Exp. C and ground snow criteria of 40 psf. All attachments must be staggered amongst framing members. I The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the MA Building Code and loading requirements of roof mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. i Sincerely, �stYH o'`MRSS v� JAMES".MnRX JR. tim CIVIL -P -{ X0.36366 O James A. Marx,Jr. P.E. 3rUk Professional Engineer 'AL ENG�t� MA 36365 James A. Marx,Jr. 10 High Mountain Road Ringwood,NJ 07456 i i cc:RGS Energy i i t E .A. L +GOQDS 11 SOLAR Property Consent Form Owner: & AYiamfutl Address: /�f ?Zas �I�'G'� STS Town: State: ' Zip: Ul U6O Phone: 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 e 32 Taugwonk Spur, A 12* Stonington CT 06378 P:860-535-3370 F:413-683-2225 s www.RealGoodsSolar.com JQk The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street IV Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Bus iness/Organization/lndividual): 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): 1.0 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. E]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 1 L❑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' 13.0 Other solar panels comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infonmation. t Homeowners who submit this affidavit indicating they are 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: 141 Prospect 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 c u dtethe p� gnd penalties of perjury that the information provided above is true and correct. Si nature: •CJ/ Date: t 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 61 Gellette Road, Fairhaven, MA 02719 10/6/14 Addrrp ss Expiration Date /1--4 401-215-7056 Signatu Telephone 9.Resit stered Haase Imomyement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Address r Expiration Date J v 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 applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other[I.>7] solar Brief Description of Proposed Work: Installation of a 4.5kW roof mounted solar array using 18 ReneSola JC250M-24/13b modules.a Power-One PVI-4.2-OUTD-S-US inverter&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 existinsal housinsa..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 Paul Arslanian 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 permit application. see signed authorization form attached ` Signature of Owner DA 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 Hepdel Print N !/ Sign Zy fOwner/Agent D to v 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 ® DON'T KNOW Q YES Q IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q 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 O , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO O 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 Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use orgy City of Northampton Status Of Pemft Building Department Curb Cut/Orive"y mil# 212 Main Street Sewerl3epA ` MAR Room 100 Water/Well Avs#a ty Northampton, MA 01060 Two$ets Of structural Plates 413-587-1240 Fax 413-587-1272 Piotmos Plans: ci ct o r gpe* 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 141 Prospect Street Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Paul Arslanian 141 Prospect Street,Northampton,MA 01060 Name(Print) Current Mailing Address: 413-320-1452 see signed authorization form attached Telephone Signature 2.2 Authorized Anent: Alteris Renewables dbaS E-- 32 Taugwonk Spur,A-12,Stonington,CT 06378 Name(Print) ) Current Mailing Address: r' ^ 860-535-3370 Signature f Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com leted by ermit applicant 1. Building 3,000 (a)Building Permit Fee 2. Electrical 14,000 (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) 17,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0922 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 Q PROPERTY LOCATION 141 PROSPECT ST MAP 24D PARCEL 194 001 ZONE URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid T_yneof Construction: INSTALL 4.5KW 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 T FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I ORMATION 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 Comrnittee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay g'w 10�4L y 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. 141 PROSPECT ST BP-2014-0922 GIs#: COMMONWEALTH OF MASSACHUSETTS Ma :Block: 24D- 194 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-2014-0922 Project# JS-2014-001591 Est. Cost: $17000.00 Fee: $102.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 102054 Lot Size(sq. ft.): 8276.40 Owner: ARSLANIAN PAUL P&SHARON R Zoning:URC(100)/ Applicant: REAL GOODS SOLAR INC AT. 141 PROSPECT ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 Q Workers Compensation STONINGTONCT06378 ISSUED ON:31412014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 4.5KW 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 3/4/2014 0:00:00 $102.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner