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Q .M- U a) >9- C •= 0(N < U) C N C � C O 4; O 0 W a r (� —_ (J U C) U U N � Q (n cc co W ce CO Q 0 U- L t-O C-f toZ (sayoul 00'L t.X 00 if-)a Paata 11n3 ISM, 6175ZOI. 4 SotARM0uNT 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 1.728 1 SLOT FOR T-BOLT OR 1/4" HEX HEAD SCREW 1/4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CUP� i 7�i 3.000 P 1.316 lir 1 SLOT FOR 3 " HEX BOLT SLOT FOR 1.385 li■ i 3 " HEX BOLT ii1 .387 1 .750 NI 1.4 1.207 Y Y 1.875 A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 ' SOLARMOUNT Technical Datasheets a.. U N 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 j • L-Foot weight:varies based on height:—0.215 lbs(98g) ,,,/ ` • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents "Is L Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593%"-16 hex head screw and one errated ASTM F594 Y"serrated flange nut Flange Nu ' u ..) •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 ~'X sure to check load limits for standoff,lag screw,or other I attachment method 301 Applied Load Average Safety Design Resistance ax SOT Kla Direction Ultimate Allowable Load Factor, Load Factor, 't.AMMO/ Ibs(N) Ibs(N) FS Ibs(N) 0 a�� _ 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 • SOLARM0uNT Technical Datasheets :E: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 `• �'`"' -- alloys:6005-T5, 6105-T5, 6061-T6 la •e Nu Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi r `'.,„ • Finish: Clear or Dark Anodized 4, \ N„,„,,, • Mid clamp weight 0.050 lbs(23g) N. 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 111011 -.... 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'/<"-20 ASTM F594 serrated flange nut •Beam 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 1 00 DESTANCE - Direction Ultimate Load Factor, Load Factor, eETWEEN EI(.`DULES .. 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 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,3020070,302008C,302008D, 302009C,302009D,302010C,302011C,302012C • End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 .„. =on • Ultimate tensile: 38ksi,Yield: 35 ksi ..._;.,.-}'" • Finish: Clear or Dark Anodized --"'"� 1 .- 'y • 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 Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac%"-20 T-bolt and one Y"-20 ASTM F594 `";( serrated flange nut �� Bea • Use anti-seize and tighten to 10 ft-Ibs of torque r' �' ‘444/ 4 • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y ,11 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 + a Applied Load Average Allowable Safety Design Resistance "T'`"'0."`T Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) 0 WEi _': r i . VAA VY1 Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 xx: T"` V5' Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted 2 , SOLARMOU ■ T 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 /j ut (hidden..s alloys:6005-T5,6105-T5, 6061-T6 t Up Clip ;! no • Ultimate tensile: 38ksi,Yield: 35 ksi .'' • Finish: Clear Anodized `~ Bottom Up Clip weight: -0.031 Ibs(14g) Beam ----Bolt • Allowable and design loads are valid when components are ttlIA e'` assembled with SolarMount series beams according to authorized • UNIRAC documents Assemble with one'/<"-20 ASTM F593 bolt, one 1/<"-20 ASTM F594 t serrated flange nut, and one'/"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) lbs(N) FS Ibs(N) 0 rI 174 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 t 01 I., _ s.,r , r 'r, t rx* m kr tea.ar t� ,, ^ *h, * n yA �y ,---- - ---, : r.�* ,i`r4 'r, 9dar � a.'' -° 1 Ecohasten Solar, 877-859 3947 Committed to the Support of Renewable Energy ,� r m- o O = _ O w w ° rn o 3� 0 0 oa N n CD CD n T — 3 o N C 3 5 5 Z ( o c p rn - 5 o a -» � cn r-- y a T —71 5- 0 :3 C o 0- n M a o -S a CD aClip P?r =0-O O -o .�v q o n a, ID w P;CD m y uI - CI1 - V1 - - - .{� Lo tj fD cr o N Cn 0' W 0' 0' O '- rr r U co n rb 0 G1 N N W N N N N N ") O m Gs OLn Ov In N UWi cW S m a ° pS a n m TI CD 1`—s a l 2 D N cn n, —i +inildldlilniuiiNNieia�iou�noub, - 0 fl T o Z o a 70 o 0 C r n CO n r C E 0 O m E f-. 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Co N) cx) C) -(-_--) 5n>(xi (I) b H..._ 2 O C ..c., (--) H 6, n I A Ni C ' b- c, m CD 0", ,, r-03 .L.T1 Z 1- op 1 i 1— 3 71 1— co 0) -0,, -1 op —• , ro r; N) - is * +r' - ' a� b ,,'"^C»,6�"a^+pn „ :.a-'"r v,4.ce� ��m 1% >rHw. n ,.. w" . ,) :�, *� , �a FcoFasten Solaro) 877-859-3947 Committed to the Support of Renewable Energy .� . . r-:, i , , , , , .., ,,,,, , , . „7,,, ,,T.,.. „., 1111 CO„ . , ,.*„.",,,47:::.„,;;;,,,,,7:::::10,,,,,,j.- ,' , ill frc,i, aliiipe,./.._ ,. 9 ,,,,,r.it.:40.4.tis.,.,,, ......_.44,,,,,,Att,, . . ,, m * z :�� —Ti z z z n 0 izr co O 0 fi C D k ,_' �_ rp co a 0 O o m 3 °- E Vol n < T L,,,, - � -�•ate ' ...' lost '.- : -,-!.-..; ' Atl- _.- :: ,,,',',..7--.-,.:-_„,,,,,:i;'k-:,,,,_:.,...,,,,:,::::.„,„..,..,„-:„.-_-'-''''„..?/','" ,,- ..,,. --,,,,,•..,..,..:_,,, ,,,, .,,„,..„,, ,,,,, , ..„.. ,--'-f, -,..,---",'-'' , -._„,,,, ,";;.„,;:,2:',-.1::::::-.,,,,,'--f-,-_-_-- __. - ,_-,,,,,,,,,,,,,,,,..,,,,,-;!--,-----., -,,,.,-,:,,,,, ; -,,, ., :,;-- , ,„ _ _ , „,,, „. ,.., „..'' --' ''' --,,•,,,,'„',,,:ir .,., ! • • • ■ rX • ,, I't'I CD -," x 0 GL CAD , .-u i Us can cn , , ( (D (D C CD C • .., cr -P w N -- m f 7- CS6P-235/240/245/250/255PX Electrical Data NewEdge STC CS6P-235P)OS_6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V { 29.9V 30.0V 30.1V 30.2V I 1 Pmax -0.43%/°C Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A 1 Temperature Coefficient 1 Voc 0.34%/°C Open Circuit Voltage(Voc) 36 9V I t 37.0V 37 1V 37.2V 37 4V Ise 10.065%/°C Short Circuit Current(lsc) 8.46A I 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45±2°C Module Efficiency 14.61% I 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(UL1 --_ Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification Class A irradiance of 1000w/m2 to 200w/m2 L Power Tolerance 0-+5W (AM 1.5,25'C) Under Standard Test Conditions(STC)of irradiance of 1000W/m2,spectrum AM 1.5 and cell temperature of 25°C Engineering Drawings NOCT CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating 27.2V 27.3V 27.4V 27.5V 27.5V Optimum Operating Culrrent(Im )) 6.27A 6.38A 6.49A 6.60A 6.71A i 1 I1 lI l LortCir t 9 (sc)� . 1 i .1� Open Circuit Voltage(Voc) 33.9V 34.0V 34.1V 34.2V 34.4V Short Circuit Current Isc 6.86A 6.96A 7.08A 7.19A 7.29A i 1 CII Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 20°C, r IP wind speed 1 m/s 1 j ,1 i i:,, Mechanical Data �1 �� �' Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars I Cell Arrangement 60(6 x 10) j ':, Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1 57in) I I Weight i 20.5kg(45.2 lbs) ;',1 1 _ j '' Front Cover 3.2mm Tempered glass I 3 1 1 1 Frame Material Anodized aluminium alloy I '' 19i J-BOX IP65,3 diodes did-) ; L Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors I MC4 or MC4 Comparable Standard Packa m er Pallet) 24 cs p ( ) 9 g(Modules P Module Pieces per container(40 ft.Container) 672pcs 40'HQ -V Curves (CS6P-255PX) Section Il fi 1i 1 ----—--——a------'\\ — I '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 companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1 545 Speedvale Avenue West Guelph I Ontario Ni K 1 E6 I Canada Tel +1 519 837 1881 Fax +1 519 837 2550 inquire ca©canadiansolar.corn www.canadiansolar corn EN-Rev 3.51 Copyright 0 2012 Canadian Solar Inc. \nI ose dokri .0v tot. fuva- CanadianSolar stea NewEdge CS6P 235/240/245/250/255PX NewEdge,the next generation module designed for multiple types of mounting systems,offers customers the added value of minimal system costs,aesthetic seamless appearance,auto grounding and theft resistance. The CS6P-PX is a robust 60 cell solar module " ..; incorporating the groundbreaking Zep Compatible nttf frame. The specially designed frame allows for rail-free,fast installation with the industry's most reliable grounding system. The CS6P-PX is the perfect choice for customers who are looking for a Key Features high quality,aesthetic module with the lowest system costs. • Quick and easy to install - dramatically reduces installation time Best Quality • Lower system costs - can cut rooftop • 235 quality control points in module production installation costs in half • EL screening to eliminate product defects • Aesthetic seamless appearance - low profile • Current binning to improve system performance •with auto leveling and alignment Accredited Salt mist resistance • Built-in hyper-bonded grounding system - if it's Best Warranty Insurance mounted,it's grounded • 25 years worldwide coverage • Theft resistant hardware • 100%warranty term coverage • Providing third party bankruptcy rights • Ultra-low parts count - 3 parts for the mounting • Non-cancellable and grounding system • Immediate coverage • Industry first comprehensive warranty insurance by • Insured by 3 world top insurance companies AM Best rated leading insurance companies in the world Comprehensive Certificates • Industry leading plus only power tolerance:0-+5W • IEC 61215, IEC 61730, IEC61701 ED2,UL1703, Backward compatibility with all standard rooftop and CEC Listed,CE and MCS • ground mounting systems • ISO9001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality • management system Backed By Our New 10/25 Linear Power Warranty • ISO14001:2004:Standards for Environmental Plus our added 25 year insurance coverage management system 100%— • QC080000 HSPM:The Certification for 90% A ��af°eF�om Hazardous Substances Regulations ',warranty • OHSAS 18001:2007 International standards for sox - occupational health and safety ox • REACH Compliance 5 10 15 20 25 • 10 year product warranty on materials and workmanship w k' G SGS •25 year linear power output warranty www.canadiansolar.com 9 3/8-16 X 3/4" SS HEX BOLT / 3/8-16 7J ) SS FLANGE NUT © <, (J;) 4� 6105-T5 ALUMINUM 01111111111a. 00 � 000 A C 00 SolarMount/SunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE UNIRAC.COM 505.242.6411 L-Foot UNIRAC-310068 S:AAutoCad Detail Library\CAD\UNI2AC-310068_2in Serro:ed L Loot.dwg, 6/24/2008 1:4x:32 PM October 14, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Bishop Residence, 24 Western Ave., Northampton, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof 1 (one layer shingles): 2"x 12" rafters at 24"o.c., having roof slope distance 13'-1"with a rafter span 9'-6"and pitch 30 deg; Roof 2 (one layer shingles): 2" x 12"rafters at 24"o.c., having roof slope distance 13'-0"with a rafter span 9'-6"and 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 having Ecofasten Green Fasten 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" 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. 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, / err James A. Marx, Jr. - ,//,-f/i 3 Professional Engineer MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar Property Consent Form Owner: SP1(C-RA CL l S 1+6P Address: 29 OGs-ro2rJ Avo- Town: No.714AM tP-tor, State: i - AA Zip: 0060 Phone: L`1 3 ,rL Sdcts- 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 pr Terty. Signed, Homeowner(s ate gThe Commonwealth of Massachusetts _ Department of Industrial Accidents i .. Office of Investigations =_ ;n= 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 10.0 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.© 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. $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: 24 Western Avenue 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 nder t e pains a penalties of perjury that the information provided above is true and correct. Signature: ,A o Date: I61'5 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#: 4 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Dan McLean 105675 License Number 150 Federal Street Florence, MA 01062 7/22/15 Addr Expiration Date 413-588-2252 Signature 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 {/ , Expiration Date ve"Pi /4t:-I' 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 l l No ❑ 11. Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature 1 SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [Q Siding[0] Other[In] solar Brief Description of Proposed Work: Installation of a 6kW roof mounted solar array using 24 Canadian Solar CS6P-250PX 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 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, Michael Bishop , 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 permit application. see signed authorization form attached 10 03 Signature of Owner Date I, 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 (� ,? Signature Owner/Agent Da t 9 9 w 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 O YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW O YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained IQ Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO ICJ IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q 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 O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. is (')I { (( , i , ,1 ` / �' Department use only City of Northam fl ., Permit: Building Deparim Ott C 1 O1, Driveway Permit 212 Main St 3 i OU 2 2 2013 Se - eptic Availability Room 10 I W ter eli Availability Northampton, M,Ebi1toggt1"`Y'hirtT"c mwe of Structural Plans tr��n�tcr. ra�o;oz• phone 413-587-1240 Fax - - - 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 24 Western Avenue Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Michael Bishop 24 Western Avenue,Northampton,MA 01060 Name(Print) Current Mailing Address: see signed authorization form attached 413-561-5095 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) 4 �� Current Mailing Address: Wit∎. G('l.�►' 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 5,000 (a)Building Permit Fee 2. Electrical 20,000 (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) _ 25,000 Check Number 96s-6 i _ 0/‘ -° This Section For Official Use Only Building Permit Number: I sssuu ed: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0500 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 0 PROPERTY LOCATION 24 WESTERN AVE MAP 24C PARCEL 130 001 ZONE URB(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 Typeof Construction:_INSTALL ROOF MOUNTED SOLAR ARRAY 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 FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOyMATION PRESENTED: LVApproved 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 _ Penult DPW Storm Water Management - •• ' .n Delay .76 Sign. •reof C it mg Off cia 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. 24 WESTERN AVE BP-2014-0500 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 24C- 130 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-2014-0500 Project# JS-2014-000845 Est. Cost: $25000.00 Fee: $150.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 105675 Lot Size(sq.ft.): 4835.16 Owner: BISHOP MICHAEL Zoning:URB(100)/ Applicant: REAL GOODS SOLAR INC AT: 24 WESTERN AVE Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STO N I N GTO N CT06378 ISSUED ON:10/22/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR ARRAY 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: FeeType: Date Paid: Amount: Building 10/22/2013 0:00:00 $150.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner