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24D-092 (3)
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It is used with one solid or stranded copper wire (14AWG to 6AWG), or two copper wires (12AWG to 10AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs, the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is installed using stainless steel mounting hardware. When the hardware is tightened the WEEB's specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. Copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to be installed in a variety of positions. WEEB-LUG-6.7 30020109 1.60"x 0.71"x 0.47" 1/4 inch hardware- included unassembled 0.266" 7 ft. lbs.for WEEB-LUG-6.7AS 30020110 1.60"x 0.71"x 0.47" 114 inch hardware- included assembled terminal screw WEEB-LUG-8.0 30020111 1.60"x 0.87"x 0.47" M8 or 5/16 inch hardware- 10 ft. lbs. for not included mounting WEEB-LUG-8.21YIS 30020115 1.60"x 0.71"x 0.47" M8 or 5/16 inch hardware- hardware 0.323' not included w/Penetrox-A WEEB-LUG-15.8 30020112 1.60"x 0.71"x 0.47" M8 or 5/16 inch hardware- on threads not included • Material: 304 stainless steel, tin-plated copper, outdoor rated • � Low profile design ` • Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG .�. • Listed to ANSI/UL 467 by Intertek ETL Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 " 1-800-346-4175 ins 1-603-647-5299 (International) 3098177 02012 BURNDY LLC www.we-lic.com HUBBELL OUNIRAC Installation Manual 206.3 TLL Low-Profile Leg Kit SolarMount a� A r i 1� B Figure 3.Spacing between front and back feet(6)should approximately equal the distance between the lower end of the module and the upper L-bracket(A). Warranty information See http-//www.unirac.com for current warranty documents and information. U N I RAC 1411 Broadway Boulevard NE P.x, ■• Albuquerque NM 87102-1545 USA 2 SOLARMOUNT TLL Low-Profile Tilt Legs Installation Supplement 206.3 U.S.Des.Patent No.D496,2485,D496,2495. Other patents pending. L-bracket h f,ati Ley strut ADJUSTABLE ale}'° Ra'I— LEG Leg tube "- L-brackel Ralt �/ 1 FIXED rs FOOT LEG STRUT J't ' i � 15pacic+I arderj i�' L-Urockets Leg parts list(per leg) Figure 1.Leg and Foot Assembly:Illustrated Wrench Recommended parts are from your leg kit and your SMR rail set Leg kit parts are listed in the parts • Part Qty. size torque(ft-lbs) inventory below. Adjustable Leg Leg tube I Leg tube Fender 3/8" Leg strut 1 7 washer bolt ` Bolt,3/8"x 1-1/4" 2 9/16" 15 Bolt,3/8"x 3" 1 9/16" 15 Fender washer,3/8" Strut nut,3/8" 1 Flange nut,3/8" 1 9/16" 15 - --r Fixed Leg Strut nut Leg strut Leg strut I Figure 2.Adjustable Leg Cross Section Bolt,3/8"x 1-1/4" 2 9/16" 15 Flange nut,3/8" 2 Please cover these illustrations thoroughly before proceeding. The installer is solely responsible for complying with applicable building ® codes and for all aspects of electrical installation of the PV array. Use the parts list to verify that all parts mono are present.Note that Figures 1 and 3 A HILTI GROUP COMPANY illustrate parts from both your leg kit and your SMR rail set. Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications @uniraacom. ::8UNIRAC . . . . . . . - - 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) in3 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 SLOT FOR T-BOLT OR 1.728 Y4" HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 • --T SLOT FOR---,Io Y8" HEX BOLT SLOT FOR 1.385 %" HEX BOLT .387 .750 1.207 Y Y 1.875 A ►X •X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted :"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 M""^ Ultimate tensile:38ksi,Yield:35 ksi I' 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 lot Applied Load Average Safety Design Resistance zxSLOT rcw Direction Ultimate Allowable Load Factor, Load Factor, «waa.az Ibs(N) Ibs(N) FS Ibs(N) m Sliding,Zt 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) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 1 0.664 . . • Technical . , , - - an UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D N. Bolt • Mid clamp material: One of the following extruded aluminum Mid alloys: 6005-T5,6105-T5, 6061-T6 Clamp la N Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized 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 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 i_DO DMANa Direction Ultimate Load Factor, Load Factor, BE rmeN mMutts -- �_ Ibs(N) Ibs(N) FS Ibs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 ' i '-- Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,Xt t 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,302007D,302008C,302008D, 3020090,302009D,302010C,302011C,3020120 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 • End clamp weight:varies based on height:—0.058 Ibs (26g) d Clamp Allowable and design loads are valid when components are erratted 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 W-20 T-bolt and one W-20 ASTM F594 serrated flange nut Bea 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 W ,s _ Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) m Mrs Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODM THECO M j Transverse,Z± 1 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349)1 0.555 Dimensions specified in inches-unless-noted ago 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 (hidden.. alloys:6005-T5,6105-T5,6061-T6 Up C 0 Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight:—0.031 Ibs(14g) Seam 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%"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, i Ibs(N) Ibs(N) FS Ibs(N) m P) - 1.24 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y }f Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 go-x Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a R'- CS6 P-220/225/230/235/240/245/250P Electrical Data CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P-240P CS6P-245P CS6P-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 I 8.46A I 8.59A 8.74A 8.87A Operating Temperature -40'C—+85`C Maximum System Voltage 1000V(Ii/600V(1i Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%rC Temperature Coefficient Voc -0.34%/°C Isc 0.065%/C; NOCT 45C Under Standard Test Conditions(STC)of irradiance of 1 000W/m2,spectrum AM 1.5 and cell temperature of 25V Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x 10) Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) Weight 20kg(44.1 Ibs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings IN Curves (CS6P-250P) jig Ill Ill LI I I IIII�IIIIII�II� i I� i I 0 , o t Vr•{A,r14ff''{Vj 9� ti'ar4t,lr}n+4`t '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 700MW 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 Headquarters 1650 Riverbend Drive,Suite B Tel:+1-519-954-2057 Fax:+1-519-578-2097 inquire .• h *r CanadianSolar 220/225/230/235/240/24 0 - On-grid Module CS6P is a robust solar module with 60 solar i 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 1st manufacturer in the PV industry certified for • ISO/TS16949:2009:The automotive quality ISO:TS16949(The automotive quality management management system system)in module production since 2003 • QC080000 HSPM:The Certification for Hazardous Substances Regulations • IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV,UL testing standards AAYN IEC 0- .; CE OEM 9N,ve-- www.canadiansolar.com March 27,2014 Cih,of Northampton. Building Department 212 Main Street Northampton,MA 01060 Dear Sir/Miss, I request that you grant a modification to waive the requirement for control construction for the project at 84 North Street in Northampton because the work is of a miner nature, will not affect health:,accessibility, life and fire safety,or structural requirements and is impractical in that the cast of control construction is considerable when compared to the cast of the proposed work. ((I have provided a stamped letter from lames A. Marx,Jr. P.E. in support of this request.))Thank you for your consideration. E ter. Charlie Mort; - Director of Residential Construction RCVS Energy 2 Taugwonk Spur Road,A]2 Stonington CT%37,78 Ph 860-535-3,170 Fax 413-&S3-222!; >.�.. �,t1n5F3'4a rift £t��§kT, � ».. �'+�t�4(i�it)i$.{�� tip 5, :-i, � ?i�, ,:V} '<,.2;�•�� .£s%"-,.,. ,. March 24, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Mark Sullivan Building, 82-84 North St.,Northampton, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roof–Roof 1 (EPDM membrane) with rafters at 16"having span I I'-3'; pitch 3 deg. and being built over an existing roof supported by 10"x10"beams spaced 8'-0" c-c; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code–780 CMR 8th Ed.. For the installation of the solar mounting, the Unirac Solarmount rails as part of a 10 deg. tilted assembly that is anchored to the rafters with L-foot supports having EcoFasten EF-65 plate rubber flashing or equal to be located on the center of the rafters and will be securely fastened to the rafters at 48"sp. with (8)#14 x 2 '/i" screws. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 55 psf. The dead weight of the solar system is less than 2.0 psf distributed over the roof. All attachments are shown on drawing PV-A03. 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. Sincerely, —4' .tH OFM,1 S � S �� 9O JAWS y A.MARX.JR. m James A. Marx, Jr. CIVII- r� p N2.1r,:3f5 Professional Engineer MA 36365 �, s N�=' �S�OA1t�.L ENG ���•YO 10 High Mountain Road Ringwood,NJ 07456 cc: Real Goods Solar GOOD Property Consent Form Owner: P4 Sl/111y'W Address: 87-BIt Noo Sr Town: NGa2171rAA�PIS� State: Y94 _ Zip: OJOZD Phone: Vs, SN- 0-yo 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, /3 Homeowner(s) Date 321augwonk Spur, Al2 Stonington CT 0637 3 P:860-535-3370 F:413-683--2225 www.Rea1G-oodsSolar.com 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 Leuibly Name(Business/Organization/Individual): 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 11.❑ 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.❑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 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. Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 82-85 North 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 eerd und�r he p 'ns�and penalties of perjury that the information provided ab ve is true and correct. Signature: _ 'r �li��f Date: 2� 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#: Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes ® No O SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Mark Sullivan as Owner of the subject property Alteris Renewables dba RGS Energy hereby authorize 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 Date jAlteris 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 Nam f Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ r. _.._._ Name of License Holder: !Michael Rotondo ;102054 License Number 61 Gellette Road, Fairhaven, MA 02719 '10/06/2014 Address Expiration Date ;(401) 215-7056 'Signature Telephone SECTION 13 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 0 Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor !Alteris Renewable$dba RGS Energy Not Applicable ❑ Company Name: !,Michael Rotondo Responsible In Charge of Construction `32 Taugwonk Spur, Al2, Stonington, CT 06378 A ss d s (860) 535-3370 Signat re Telephone Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING 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 O DON'T KNOW YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW Q YES 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 © YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained 0 , Date Issued: C. Do any signs exist on the property? YES © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O 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 O NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑✓ Brief Description Installation of a 26.25kW roof mounted solar array using 105 Canadian Solar CS6P-250P Of Proposed Work: modules, 105 Enphase M215-60-2LL-S22 micro inverters, and all associated electrical work. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑✓ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H Hi h Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Commercial Proposed Use Group: no change Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1st 1 St 2nd 2nd 3`d 3rd 4`h 4th Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height It 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system[-] Version 1.7 Commercial Building Permit M21 15,2000 Departmon0se only City of Northampton StetttsofF+ mait� Building Department Gums•cutto ' -"4� 212 Main Street Sewer � lv>s 2 4 Room 100 W;ateaw'sit M11010t Northampton, MA 01060 Two of ^phonie:VN587-1240 Fax 413-587-1272 � 1 EleCtnc , APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 82-84 North Street Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Mark Sullivan 82-84 North Street,Northampton, MA 01060 Name(Print) Current Mailing Address: (413) 584-0310 see signed authorization form attached Signature Telephone 2.2 Authorized Anent: Alteris Renewables dba R5 F'wyy 32 Taugwonk Spur, Al2, Stonington, CT 06378 Name(Print) Current Mailing Address: r (860) 535-3370 Signature Telephone TI I-ESTIMATED C N TR CTI N COST Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $21,000.00 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of $86,000.00; Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) $107,000 Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0990 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 84 NORTH ST MAP 24D PARCEL 092 001 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 Typeof Construction: INSTALL 26.25KW 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 THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO TION 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 Demolition Delay 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. 84 NORTH ST BP-2014-0990 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 24D-092 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-2014-0990 Project# JS-2014-001712 Est.Cost: $107000.00 Fee: $642.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 102054 Lot Size(sq. ft.): 21692.88 Owner: SULLIVAN D A&SONS INC Zoning.URC(100) Applicant: REAL GOODS SOLAR INC AT: 84 NORTH ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:312812014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 26.25KW 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 3/28/2014 0:00:00 $642.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner