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N o E c O -E t4 � .N O m 3 O (A N N N I- C U m Q � M W2 c �� C Sw C) OO � U �C14O Q Q; Op W � C� NNNNNN � Q � Q O O O O O O Q U) w (/� w w N Q 90-ZO-DLOZ (S040ul 00'LL X 00'L L)H PaalB Ihd ISNV SLSZOL 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3� 4N 6105-T5 ALUMINUM -------F-Ij 1, 00 � 000 00 SolarMount/SunFrame ©2008 UNIRAC, INC. 1411 BROADWAY BLVD NE 2" Aluminum ALBUQUERQUE, NM 87102 USA Serrated PHONE UNIRAC.COM 505.242.6411 L-Foot UNIRAC-310068 S:AAutoCad Detail Library\CAD\UNIRAC-310068_2in Serrated L Foot.dwg, 6/24/2008 1:44:32 FM :"UNIRA • - . . . . - - SolarMount Beams Part No. 310132C, 310132C-13, 310168C, 310168C-13, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M,410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(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 SLOT FOR T-BOLT OR 14"HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 Lr- SLOT FOR U -T Y8" HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 Y Y 1.875 A • ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a SOLARMOUNT Technical Data sheets ::'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 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 3.01 Applied Load Average Safety Design Resistance Sac SLOT Kri1. Direction Ultimate Allowable Load Factor, Load Factor, • Orrvrnc Ibs(N) Ibs(N) FS Ibs(N) m ' Sliding,Z± 1766 7856 755 3356 2.34 1141 5077 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492)1 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 1r mmUNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D Ma Bolt Mid clamp material: One of the following extruded aluminum Mid ' la a u alloys:6005-T5, 6105-T5, 6061-T6 Clamp MK Ultimate tensile: 38ksi,Yield:35 ksi t 0 Finish: Clear or Dark Anodized 0 Mid clamp weight: 0.050 Ibs(23g) Allowable and design loads are valid when components are - assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut Beam 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 Applied Load Average Allowable Safety Design Resistance 1.00 DWAWX Direction Ultimate Load Factor, Load Factor, WI%w @M MOMLS Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - -- -- - Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Sliding,Xt 1194(5312) 1 490(2179) 2.44 1 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3020090,302009D,302010C,302011C,3020120 End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 Oft Ultimate tensile: 38ksi,Yield:35 ksi • 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'/4"-20 T-bolt and one'/4"-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 Modules must be installed at least 1.5 in from either end of a beam .x i.s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, ' Ibs(N) lbs(N) FS Ibs(N) 4) W'r� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MOE-At '"' I Transverse,Z± 63(279) 1 14(61) 1 4.58 21 (92) 1 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted 4 SOLAR SOLARMOUNT Technical . . . - - ::nUNIRAC SolarMount Technical Datasheet Pub 110818.1 td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom :1�ut (hidden..s alloys:6005-T5, 6105-T5, 6061-T6 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 k-' assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one '/<"-20 ASTM F593 bolt, one'/4'-20 ASTM F594 serrated flange nut, and one 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 r X Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a w s�x k -Axt � m 'd FcoFasten Solar® 877-859-3947 Committed to the Support of Renewable Energy m ' b n j I i o ' I I s" 2 i i a m_0 -o o 3 0 0 o as n C s 3 3 N 0c4 oca -p j N co ru co T T — 3 w w PO 3 — v Z (D cn b co m 0- V) cn r �* T ?� cu po o w N a oo 3 ZT- ri a 3 i n M a o , b- r � (D m w o .- � a � I In -p In a, W 01 G\ N p j O N CD In O� w p� p� O < n 7 rf i r � O Gl 0 N N W N N N N N m Ln CL 0 p S d n D T rD 1 (/7 V) r-) ! —r ail C) iZ o -D CL C) n C O 0 _ gym III rD o ' er (-D T "� EcoFasten Solari 877-859-3947 Committed to the Support of Renewable Energy .�� I n w - 0 4 w N - ncn wN — �ou + S� �mcmix > 0 n ll Dm � nON � � � � — N w o n Gl c 6 w rn 0 w 0 w 0 3 -{ -+ o< rn w w n Z j. h rn 3 3 6 CD 0 (D O p o 0 o M a (D _ " j w (D 0 3 m c 0 cD a w rn rn a op w Z 0 0 3D - o o rn 2 �° w Z -� m 3 0 o N N o w Z N � a m n 0 D r m n_ w 3 3 �" cl o o C� ° c � m �. w (D p w Nu ti v v 3 ° O o o m- CD p m 3 a- 6 0 3 0 w O w w 0 cZii 3 w 0 cD w c�. o m Z (D w 0 3 mn Z a (D M00 6 (Dw L ! �. m m Cn 6 1 p o- o m w w m o 3 w w w n o w w M 0 a 0 ^ o o ° °o o N a 3 0. a a 00 3 0 3 � (D 3 � 0, 3 0 w 0 - rn m N o cn - -� m (p O w a w x lD - 6 c R, a 7 a c n �D rn ^ O � 3 s w m m a 6 II, (D 0- a rn 0 c w 0Q 3 ° 7 3 i < 6 3 w 3 3 3 (D rf P, i Dti ooc�'on ry n OD D ti J .o o - D rt ;7+ in w w c iw - - - - - w N — rn > m S f 3 � -. � � p u' �' m(O c cn cn cn cn to ° w --i 0 I w D Z N o- 3 (D a , n 6 n r r ? o ^ m , mo w < w 0 C Ln N r -0 -u to � Ti A ID 0 T X 0 ( m 0 6 y f' ;7 + r+ r+ID 3 N i0 w W O O O O N 0 c 0'a N a a w a !. a. _ D oo w 7. z m -i fD 3 (D C a-' C w w E- a z U) m c a P, 0 O w w �. � p r+. a 3 0 n ? w CD ^ Z w o o C r+ —� a3. — m O w' 0 f1 � n � O 3 cn o (DD w ° R' D 3 0 o n m 0- a o c Ul w 0 m m o Z ° 0 rD < a 0 m m w 0 3 Z r^+°c w c<D C) a w w C n n (DD O 3 c 0 ^ O 0 la/ w I m o FD m O m a_0 m Z T D N W D _ D W D w m Cl N n ^O (D w 6 w - W W = ? rt W 0 W 3 n PL) 3 vzi t�D w w D m 3 Z a w. 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C) o C_ -y ° im c n T a v° tz .' a�ss EcoFasten Solaro 877-859-3947 Committed to the Support of Renewable Energy m• I i i o- i i i i _ I 2 ! ! nl ii _ l n T v 0 Cn r A Cn j O O -- Cn CJi 0 C7 W m Im Z iD o. cn �7 m CP O c n c o (D C) m 3c TI �, = CO Q � ! G� N ',......'',.. S N 77 ? N x. ;r. �TM � Rp 4, FcoFasten Solar& 877-859-3947 Committed to the Support of Renewable Energy v ' I b I b ' ( i r y i I i I i I r i 1 r i 1 I I � I M jm Z I T z m Z 3 T (D X n 0 O c D : o PO Q- 0 o M 3 a ' I N n ' � l TI t (<p i 431' � x m t +�w Wa. w 9sA, R sin#. cr :S. CS6 P-220/225/230/235/240/245/250 P Electrical Data OW-220P CS6P-226P CSSP-230P CS6P-236P C86P•240P CS6P-246P C56P-250P Nominal Maximum Power at STC(Pmax) 220W 225W 230W 235W 240W 245W 250W Optimum Operating Voltage(Vmp) 29.2V 29AV 29.6V 29.8V 29.9V 30.OV 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.OV 37.1V 37.2V Short Circuit Current(Isc) 8.09A 8.19A 8.34A 8.46A I 8.59A 8.74A 8.87A Operating Temperature -40°C—+8507 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%/°C NOCT 45C Under Standard Test Conditions(STC)of Irradlence of 1000WIm',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 1.571n) Weight 20kg(44.1 Ibs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings I-V Curves (CS6P-250P) 997 _ 50 19 1 t LUgr �n(V.} � ¢aCt.Ytyei4J) o '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 70OMW and Canadian Solar delivers solar power products of module capacity to 1.3GW in 2010. 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. • Ontario I Canada N2K 3S2 Tel +1-519-954-2057 Fax:+1-519-578-2097 !� CanadianSolar 220/225/230/235/240/245/250P 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" • IS09001:2008:Standards for quality management systems • The 1 st manufacturer in the PV industry certified for • ISOITS16949:2009:The automotive quality ISO:TS16949(The automotive quality management management system system)in module production since 2003 • 00080000 HSPM:The Certification for Hazardous Substances Regulations • IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV,UL testing standards C�uc A/=A=\ I EC ®P PYEY4lE www.canadiansolar.com February 6,2014 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re: Engineer Statement for Tosswill Residence, 111 Woods Rd.,Northampton,MA -Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roof—Main Roof 1 (one layer composition shingle): with 2" x 8"rafters at 16"c-c having a roof slope distance approx. 15'-0" with a rafter span 13'-0", pitch 20 deg.; Garage Roof 2 (one layer composition shingle): 2"x 8" rafters at 16"c-c having a roof slope distance approx. 18'-6"with a rafter span 12'-0",pitch 20 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed.. For the installation of the solar mounting; the Unirac Solarmount rails will be anchored to the rafters with L-foot supports having EcoFasten Green-Fasten with CP-SQ Bracket and flashing or equal to be located on the center of the rafters and will be securely fastened to the rafters at 48" sp.with 5/16" x 31h" SS lag bolts.The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members as shown on drawing PV-A02. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the MA Residential Code and loading requirements of roof mounted collectors. Thereby,I endorse the solar panel installation and certify that this design to be structurally adequate. �H OF M^SS Sincerely, - -a O G1VW tJ No_ }ESaGS i James A. Marx,Jr. Professional Engineer ��S•SIONAX- MA 36365 10 High Mountain Road Ringwood,NJ 07456 j cc:Real Goods Solar Property Consent Form Owner: A00-t 10SCW1t-(„ Address: twoop�- Rk) Town: F- L3,e-cj-j tr State: Zip: ' b L Phone: Li( 3' S g y° 7�S`f 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, Date Homeowner(s) Qk The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street qV Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Tauqwonk 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.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.❑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.❑x 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.Lie.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 111 Woods Road City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify,' der t awns d nalties of perjury that the information provided above ' true and correct. Si ature: Date: y i 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 7 es Expiration Date 401-215-7056 Signature Telephone $.Rmisterod Horne Irnnrovement Contractor. Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Addre S Expiration Date Telephone 860-535-3370 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0 No...... ❑ 11. - Home Owner Exemution 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 wDlicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[[3] Other[©] solar Brief Description of Proposed Work: Installation of a 91,W roof mounted solar array using 36 Canadian Solar CS6P-250P modules,a Fronius IG Plus V 3.0-240&Fronius IG Plus V5.0-240 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 u.ff`New house and or add on to existina housing.comulete'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 1, Andy Tosswill 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 2?Z1/ Signature of Owner Date 1 Alteris Renewables dba RGS Energy as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Name .,7 I Signatun§of Owne/Agent ate 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 i Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW Q YES 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 O DONT KNOW Q YES 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 e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status ofd►":, wilding Department Ctarb CutlC tltireway Permit .� 212 Main Street S�werlSeptic,�vat� (} �W4 ,'� Room 100 Water !oilAvallslbilit% hampton, MA 01060 Two"Sets au nit lu Plans 87-1240 Fax 413-587-1272 katlSik p4a P F 12Ci F ��1' tither , 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 111 Woods Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Andy Tosswill 111 Woods Road,Florence,MA 01062 Name(Print) Current Mailing Address: 413-584-9584 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba RbS-j5+v-rj 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) ' _ ( Current Mailing Address: (j 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 6,000 (a)Building Permit Fee 2. Electrical 22,000 (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) 28,000 Check Number This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0859 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 Q PROPERTY LOCATION I I 1 WOODS RD MAP 29 PARCEL 584 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL 9KW ROOF MOUNTED SOLAR SYSTEM 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 INFORMATION 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 Pernut from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management lit' n Delay 4atureof uildin 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. 111 WOODS RD BP-2014-0859 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-584 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-2014-0859 Project# JS-2014-001506 Est. Cost: $28000.00 Fee: $168.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 105675 Lot Size(sq. ft.): 20124.72 Owner: TOSSWILL ANDREW R&PATRICIA M Zoning: Applicant: REAL GOODS SOLAR INC AT. 111 WOODS RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:211112014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 9KW ROOF MOUNTED SOLAR SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 2/11/2014 0:00:00 $168.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner