Loading...
36-349 (8) FOR CONSTRUCTION Jf Ground WEEB& Module Clamp RGS Unirac Solarmount orog�acK - Rail w/L-foot 2�5 M - 32 Taugwonk Spur,Al2 Q`US s 1e Ec0-Fasten Stonginton,Cr 06378 Sr�rg Green-Fasten With CP-SQ-Slotted Phone(860)535-3370 sP�a� Go�P G Module(TYP.) —_� i -' Bracket And Aluminum Flashing Fax(413)683-2225 " 0 Rooftop �- - GRID-TIED 5/16"x 3.5"S.S. Lag Bolt ��� O G Sealed Minimum Approved Sealant PHOTOVOLTAIC SYSTEM 10.725kW DC @ STC Ra!�eTs BODUNPHY 1 N DRIVE 2 NORTHAMPTON, MA 01062 Project# 10236974 1 Attachment Profile Attachment Detail DESIGNER: EJG REVIEWER: MLM VERSION DATE 2014-12-24 26" Max 1.22 in. REVISIONS Roof Framing PV Module Rail Overhang I--39.4 in.---� # By Date Notes " m Landscape: -7.1 in. i Holes Roof Anchor Portrait: 13 0 2 in. I � & Flashing ,. ..� s i Solarworld Landscape: -25.3 in. 4 Anchors located „ I Plus SW 275 N Portrait: -40.0 in. 65.9 in. I mono black s N 1 1 11 i 1 ( tl on alternate roof framing members �. � ` „ I•i !`i A 48"Max Anchor Spacin SolarMount Rail U_=__:===== T B B Staggered Attachment Detail T . - �- -� 0 3 Distance from Module Comer Not to Scale Minimum Maximum X Long Side,A 9.4 in. 16.5 in. 0 Short Side*,B 4.7 in. 9.4 in. m *Top-Clamps may be used on the Short d Sides of the Module M M 26"Max 5 UL Approved Mounting Locations Q Rail Splice Rail Overhang Not to Scale =-- -= WEEBLug SS Washer Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail N SS Bolt ° Nib ° Unirac UGC-1 � F VARIES Stagger splice locations Min of 2 supports SS Flat within the each row of modules on either side of splice Washer SS Bolt DETAILS with a max spacing of 78" Unirac Rail 4 Rail S lice Detail 6 Groundin Cli & Module � Groundin Lu & Rail PV-A04 NOt t0 Scale Not to Scale Not to Scale FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS UniRac SolarMount Mounting Notes: Array rea: 3.38 sf Y 259.1 ft Total Photovoltaic Dead Load: P • Total Quantity of Attachments=78 Array Weight: 875.8 Ibs Avg. Dead Load per Anchor: 31.3 Ibs , • Roof Zones are defined by dimension, a=3.0 ft. Anchor Qty.: 28 • Maximum Allowable Cantilever for UniRac Rail is%3 the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Design Values by Roof Zone: Comer Egde Interior 32 Taugwonk Spur,Al2 Aluminum Flashing attached with 5/16"x 3-1/2"Lag Bolt, Hex Head, 18-8 SSs Max. UniRac Rail Span: 78 in. O.C. 78 in. O.C. 78 in. O.C. Stonginton,cr 06378 • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top '6 'n.' C."' Phone(860)535-3370 Max. UniRac Rail Cantilever: 26 in. O.C. 26 in. O.C. 26 in. O.C. Fax(413)683-2225 Clamp Method. .......................... . ............ ......................... Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. • The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order to support the End Clamps. .......................... ..... ................... GRID-TIED • UniRac requires one thermal expansion gap (6 in.)for continuous sections of rail greater than 40' in length Downforce Point Load: 286.4 Ibs 286:4 Ibs 286.4 Ibs • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 110616-1 cc, Uplift Point Load: -150".'6'1 b's -150.6 Ibs -123.1 Ibs PHOTOVOLTAIC SYSTEM June 2011 Minimum Anchor Strength: 707 Ibs 10.725kW DC @ STC • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary Average Safety Factor: 5.29 BOULAY,ANDRE depending on field conditions. All attachments are staggered amongst the framing members. 135 DUNPHY DRIVE NORTHAMPTON, MA 01062 Project# 10236974 DESIGNER. EJG REVIEWER: MLM VERSION DATE 2014-12-24 14' REVISIONS # By Date Notes 2 11" 3 4 N 5 N 0 ................. ......................... ......................... 13-44" .... N U G 0 ..................... 6-8.. ........ X 10'-04" ... .................`•,....... ..................... 19'-100, m m LL 16'-8" z Z N O 3" V-4" a"t 1/4"= 1 -0' N MODULE LAYOUT (2) W E S PV-A03 FOR CONSTRUCTION (E)Chimney PV ARRAY 3-MECHANICAL LOADS PV Array 3 Array Area: 370.1 ft- Total Photovoltaic Dead Load: 3.20 psf G Array Weight: 1184.0 Ibs Avg. Dead Load per Anchor: 29,6 Ibs Anchor Qty.:1 40 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Comer Egde Interior 1 Stonginton,CT 06378 ............ .... 10'-0–" .... ..................... Phone(860)535-3370 Max. UniRac Rail Span: 78 in. O.C. 78 in. O.C. 78 in. O.C. 4 7.. — Fax(413)683-2225 ......... .......................... ......................... Max. UniRac Rail Cantilever: 26 in. O.C. 26 in. O.C. 26 in. O.C. ......................... .......................... ......................... : Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. GRID-TIED ............................................... ......................... Downforce Point Load: 276.1 Ibs 299.1 Ibs 299.1 Ibs PHOTOVOLTAIC SYSTEM Uplift Point Load: -140.7 Ibs -153.1 Ibs -125.6 ibs 10.725kW DC @ STC Minimum Anchor Strength: 707 Ibs BOULAY, ANDRE Average Safety Factor: 5.76 18' 16'-8" 135 DUNPHY DRIVE NORTHAMPTON, MA 01062 UniRac SolarMount Mounting Notes: Project# 10236974 • Total Quantity of Attachments=78 DESGNER: EJG • Roof Zones are defined by dimension, a= 3.0 ft. REV EWER: MLM • Maximum Allowable Cantilever for UniRac Rail is%the Maximum VER3ONDATE. 2014-12-24 Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten REVISIONS Green-Fasten with CP-SQ-Slofted Bracket and Aluminum Flashing attached with 5/16"x 3-1/2"Lag Bolt, Hex Head, 18-8 SSs # By Date Notes • All Dimensions shown are to module edges, including 1 in. Spacing ........... ......................... ......................... .... 23'-6" ..... ......................... ............................. .................... 1 between Modules required when using the Top Clamp Method. z • The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order to support the End Clamps. 3 • UniRac requires one thermal expansion gap(6 in.)for continuous a N sections of rail greater than 40' in length 26'-5" s Q • Array Installed according to the UniRac SolarMount N Code-Compliant Installation Manual ver. 227.3, Pub 110616-1cc, June 2011 8„ • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions. All attachments are staggered amongst the framing s members. PV Array 2 10" 0 X PV ARRAY 2-MECHANICAL LOADS 0 Array Area: 92,5 ft2 Total Photovoltaic Dead Load: 3.25 psf m Array Weight: 300.8 lbs Avg. Dead Load per Anchor. 30.1 Ibs Anchor Qty.: 10 M Design Values by Roof Zone: Corner Egde Interior 6-8 I— Max. UniRac Rail Span: 78 in. O.C. 78 in. O.C. 78 in. O.C. 18'-11" 7" Max. UniRac Rail Cantilever: 26 in. O.C. 26 in. O.C. 26 in. O.C. ......................... .......................... ......................... Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. ......................... .......................... ......................... Downforce Point Load: 299.1 Ibs 29.9. Ibs 299.1 Ibs ................................................... ......................... Uplift Point Load: -153.1 Ibs 1 -153.1 Ibs -125.6 Ibs Minimum Anchor Strength: 707 Ibs Average Safety Factor: 5.22 :................ .... 10'-04" .... ................... 1/4"= 1 -0' MODULE LAYOUT z 4" a L 30'-11" PV-A02 :11 FOR CONSTRUCTION 7 r-. q j, (N)PV Array on Roof 3: RGS 20 Solarworld Plus SW 275 Mono Black Modules with 20 Enphase Energy M250-60-2LL-S22 Micro-Inverters Asphalt/Comp. Shingle Roof 2"x 12" Rafters @ 16"O.C. 32 Taugwonk Spur,7 Stonginton,Cr 06378 8 Pitch:400 Phone(860)535-3370 Azimuth:260° Fax(413)683-2225 GRID-TIED (E)Single Family Dwelling PHOTOVOLTAIC SYSTEM (N)PV Array on Roof 2: 10.725kW DC @ STC 5 Solarworld Plus SW 275 Mono Black Modules with 5 Enphase Energy M250-60-2LL-S22 Micro-Inverters BOULAY, ANDRE / Asphalt/Comp. Shingle Roof 135 DUNPHY DRIVE 214'-11" - ' NORTHAMPTON, MAO 1062 I 2"x 10 Rafters @ 16 O.C. Pitch:350 Project# 10236974 / I Azimuth:260° EJG DESIGNER: REVIEWER: MLM VERSION DATE. 2014-12-24 REVISIONS r # By Date Notes £� I 2 � I � 9 I � 4 N 5 I v I 306'-8" � I u I (E) Driveway I (N)PV Array on Roof 1: g ` 4 14 Solarworld Plus SW 275 Mono Black Modules with 14 Enphase Energy M250-60-2LL-S22 Micro-Inverters o (E} Driveway \ I AsphalUComp, Shingle Roof - I 2"x 10" Rafters @ 16"0.C. \ '.. Pitch:39° m \ Azimuth:170° I z \ Q � � I Equipment Location 1: Interior (E) Main Service Panel \ Equipment Location 2: Exterior (E) Utility Meter (N) PV AC Disconnect- Fused (N) PV Production Meter-Enphase RGM (E) Property Line Varies (N) PV AC Combiner Sub-Panel 135 DUNPHY DRIVE N SITE PLAN 1 Site Plan 2 Site Plan Detail W ,W E PV-AO Scale: 1" = 50' Scale: 1" = 15' S FOR ts4l�WRtlrC'f1iGMt �j.°,j ��fi Northampton � Building Department Grid-Tied Photovoltaic System Plan Review a 212 Main Street �x DC Rating: 10.725 kW Nowwnoon, MA01M Boulay, Andre 3 � 135 Dunphy Drive Stonginton,CT 06378 Phone(860)535-3370 Northampton, MA 01062 Fax(413)683-2225 Jurisdiction: City of Northampton a List GRID-TIED Sheet No. Sheet Title PHOTOVOLTAIC SYSTEM PV-000 COVER 10.725 kW DC @ STC Scope of Work: General Notes: BOULAY,ANDRE RGS Energy shall install a 10.725 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 135 DUNPHY DRIVE totaling(39)Solarworld Plus SW 275 Mono Black Modules with(39) Enphase Of Northampton. PV-A02 MODULE LAYOUT NORTHAMPTON, MA 01062 Energy M250-60-2LL-S22 Micro-Inverters. The Modules shall be flush-mounted 2. All projects will comply with the Ordinances of the City of Project# 10236974 on the asphalt/comp. shingle roof and interconnected via supply side tap. Northampton. PV-A03 MODULE LAYOUT 2 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, �ESGNER: EJG PV-A04 DETAILS No time on Sunday or legal Holidays. REVIEWER: MLM Equipment Specifications: 4. Product Data Sheets shall be included. PV-A05 MATERIALS VERVONDATE. 2014-12-24 Module: 39 Solarworid Plus SW 275 Mono Black 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM Module: (39) licensed contractor. REVISIONS Inverter 1: (39) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS Racking: UniRac SolarMount # BY Date Notes laboratory. Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730. PV-G01 SIGNAGE CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground shall be provided for the Array and for all 2 Photovoltaic Equipment. 9. DC Wiring shall be run in metal conduit or raceways within enclosed Roof Specifications: spaces in a building. Roof 1: Roof 2: Roof 3: 10. Conduit, Wire systems and Raceways shall be located as close as 5 4 possible to ridges, hips, and outside walls. s Asphalt/Comp. Shingle Asphalt/Comp. Shingle Asphalt/Comp. Shingle N (Single Layer) (Single Layer) (Single Layer) 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 2"x 10" Rafters @ 2"x 10" Rafters @ 2"x 12"Rafters @ use guidelines that minimize the total amount of conduit by taking the 16"O.C. 16"O.C. 16"O.C. shortest path. Pitch: 39° 1 Azimuth: 170° Pitch: 35° Azimuth: 260° Pitch: 40° Azimuth: 260° 12. Space Requirements for electrical equipment shall comply with NEC Array Size: 14 Modules Array Size: 5 Modules Array Size: 20 Modules Article 110. t 13. Equipment grounding shall be sized in accordance with Table Site Specifications: 250.122. Occupancy: II 14. Connectors that are not readily accessible and that are used in the Design Wind Speed: 90 MPH circuits operating at or over 30V AC or DC shall require a tool for Exposure Category: B opening and are required to be marked"Do not disconnect under Mean Roof Height: 20 ft load"or"Not for current interrupting", per 690.33(c)&(e). Ground Snow Load: 40 PSF 15. All signage to be placed in accordance with local building code. cc Adj. Roof Snow Load: 18.0 PSF 16. Signs or Directories shall be attached to the electrical equipment or located adjacent to the identified equipment. All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. 2014 National Electrical Code(NEC) 18. Any plaques shall be metal or plastic with engraved or machine 2009 International Residential Code(IRC) printed letters, or electro-plating, in a red background with white 2009 International Building Code(IBC) lettering, a minimum of 3/8"height and all capital letters. ti 2012 International Fire Code(IFC) N 2012 Uniform Mechanical Code(UMC) z ° 2012 Uniform Plumbing Code(UPC) MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4)& R301.2(5) G E Not to Scale ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures As amended and adopted by City of Northampton at COVER r`�''�aloga PV-000 f GREENFASTENT" PRODUCT GUIDE - GF-I Fe American Wood Council Lag Bolt Pull-Out Values �r ` Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) k Lag screw specifications Specific 5/16"shaft Gravity per inch thread depth . Uj Douglas Fir, Larch .50 266 Douglas Fir,South .46 235 Engelmann Spruce,lodgepole Pine .46 235 (MSR 1650 f& higher) ° Hem,Fir,Redwod (close grain) .43 212 i x` Hem,Fir(North) .46 235 v Southern Pine .55 307 Thread ' Spruce,Pine,Fir .42 205 Depth v Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher grades of MSR and MEL) M ill co MVP LL w Sec.6-1 fix •. fttb` GREENFASTENTM PRODUCT GUIDE — GF-I Ala A Speci ficotions , t .. PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be A. Submit manufacturers written specifications. compatible with chosen roof application and I.I SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load A. WORK INCLUDES C. Submit installation instructions. test data. . GreenFas-ten dire solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing Is.032 gauge aluminum embossed }° attaches directly to the roof deck. ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners for the roof system. 1.4 QUALITY ASSURANCE D. Bushing Is EPDM. - B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless 1.Section 07600:Flashing and Sheet Metal specified roof ng material and snowguards for no less and EPDM. 2.Section 07500:Roofing than 5 years in the area of the project. 3.Division I:Administrative and procedural 2.3 FINISH—Mill Finish �t. requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum . 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer within 24 hours of any missing or defective items.Keep B. Base flashing(choose one) ;y 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish �o A. COMPONENTS: ' 2.Black- kynar painted GreenFasten system consists of aluminum PART 2 - PRODUCTS b a flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted 3 bonded stainless steel and EPDM washer. v 2.1 MANUFACTURER a`I � 2. Fasteners Ct EcoFasten Solar® PART 3 - EXECUTION A.To be of metal compatible with aluminum 289 Harrel St.Morrisvllle,VT.O5661 } GreenFasten components. (877) 859-3947 3.1 EXAMINATION Ell B.Fasteners should be selected for www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets compatibility with the roof deck are to be installed and verify that It will withstand C.Fastener strength should exceed or be equal 2.2- MATERIALS an additional loading hat it incurred.Noti g to that of the allowable load of the system. y g may A. Attachment Bracket General Contractor of an deficiencies before ar.com See test data at www.ecofastensol y 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. 3. Sealant(if required by roof manufacturer): 1 F-III B. Verify that roofing material has been installed o to be roof manufacturer approved. correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L-101 3" 3. L-102-3" m 3.2 INSTALLATION rt x r B. DESIGN REQUIREMENTS: 4. CP-R A. Comply with architectural drawings and °; I. Bracket spacing to be recommended by 5. CP-SQ py g � project engineers recommendations for location project engineer. 6. SL-102-6" t t co 2. Install a minimum of one fastener assembly. 7. Z-101 of system.Comply with Manufacturer's written L 3. It is important to design new structures or 8. Custom installation instructions for installation and layout. r o assess existing structures to make sure that Tlk they can withstand retained loads. o li U i Lu j Sec.5-1 � a f1i GREENFASTENT" PRODUCT GUIDE - GF-I ------- Bracket Options - CP-SQ k �e 3 .375-.008 ; k; 2.000=.025 U v v C ice• � 0 2.000,_...025 0 � V M c, _- --- qy� co .377-.010 THRU ,875 - .010 X 82 NEARSIDE W 1 Compression Plate 2" X 2" Mill Aluminum Sec.4-4 GREENFASTENTM PRODUCT GUIDE - GF-I GFI— L 812 a 8.000 .005 .— R.38 — — .032 I w 1 v 12.00– .125 .30-.01 =1 4 � � 3.00 .125 0 4.00- --.125 -- — .26,-.01 ► -- -- .05 Ln co 4 n 0 € 4E1, € e N Finish Options o BLK= Matte Black - " w BRZ = Medium Bronze MILL = Mill Finish Sec.4-2 sc 4, ` fix GREENFASTENTM PRODUCT GUIDE - GF-I f f$ Exploded Product View w 3 Qj � - Q- 2 v v M IS �a ;Yi b u w *Note: Numbers correspond with B.O.M,Sec. 3-1 Sec.1-1 - fi a ;:.: p #, b{•1 «4t< .., ,. §D v,, ."Er zr {{3#,.. t t';� .: t 3. ��$ r 1,n, 01 D i Nff- .. �-:. e reps e'{}x... ,. ,J :i' :: • .. �f S`S,f-., �FF Yt +Y Y :r4 5- r, <... .._,. ,r � t d.... .t, §., ..: -*- _: •,,.-,g a,,. ,;:,..,- .''x.< n.:::! _.?4 �i x� �s 'xa'a � �:-� i.< {.� , E- ,. :..,., x. <.*.,t. 5:'.,� 5"xE -.�': t.. ,a.-.,.�, ir#.'. ,s , :#:f"i ,x,,G e-:es .s„ r',.y r�„ fi ti�-* , ' #a: ,s ,.4 3 1 t t- } p s � -. € �k.. �� ,may �3t!('c� 3 �,, x,..k ..:o ZV ' :,.. t .i €•:t t} y rr r k3 _° ? s 3 r s i ].` �§!( �] - t �s.,,Yxt/` t i � zi!: �t'S Yr.' Y � t�� `!„�{ ��;.� 3 �i E !< Y ,.:.' •3'� �,�#4 Fd r.: �> '. ,� �L..�t\ L �'t4\v1� ' t 1 i t d , x � x C Mlq9 fix, : x e r M, iL i4 # # �t 1.'€h-1 IN {x it a r pV 9 ..F r {. t �$ it •3, F a t xr:{ tt� < jrc 3 4 ; €r !s Ens d ig pit gt q E,€': s ,€ , WIT `3? zt' 4:# e $ ! € g € s �„- Y.. `a:' #`': �}C b' .;,' �:.1 Li$$'a§ �1. s, ,.§ :t t TI u . ..t �,;? °.,,. I ,4 3 tt s" � §r:stt': ' ,., ,:. ,: ;, 'r tti;t< Y<:f g�, ...#:<. G5id } ts y{ # ' z# i AIR I #,r '.e,�., •yj: `�''� ef;<>t't.}"# ##`_ f r '1 t o �R7�t �:. t 'r i i .. t? E If N '� t r f.' Cori; it€ed to the 5i#pper Cof Renewable Energy, # SOLAR SOLARMouhrr Technical . . . - - ::�UN A SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-13, 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 !/4" HEX HEAD SCREW Y4"HEX HEAD SCREW -T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR 3 " HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 Y Y 1.875 � L �X V.X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted SOLARMouhrr Technical Datasheets A' mu UNTAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- Ult 6105-T5,ate to 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'/e'serrated flange nut Flange Nu r' •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 T_p, Applied Load Average Safety Design Resistance At SRoT FOR Direction Ultimate Allowable Load Factor, Load Factor, `waDWW Ibs(N) Ibs(N) FS Ibs(N) 0 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) 1325(5893) 2.46 2004(8913) 0.615 Traverse,Xf 486(2162) 213(949) 2.28 323(1436) 0.664 a SOLARMouNT Technical Datasheets UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum rra Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Mid la a Nu Clamp Ultimate tensile: 38ksi,Yield: 35 ksi °�� • Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs(23g) components are Allowable and design loads are valid when com 9 P 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'/"-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 DKTAN E Direction Ultimate Load Factor, Load Factor, WrMFN MOMS r 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 Y Sliding,X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 A ►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 Olt 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 A Modules must be installed at least 1.5 in from either end of a beam .X is Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, WIGW - Ibs(N) Ibs(N) FS Ibs(N) (1) WITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 «root THICK*% Transverse,Z± 1 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 1 2.72 79(349) 0.555 Dimensions specified in-inches-Unless-noted Technical Data sheets mom" 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 0 Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden-see alloys: 6005-T5, 6105-T5, 6061-T6 up Clip no 0 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'/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) (1) Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y r Transverse,X± 1128(5019) 329 (1463) 3.43 497(2213) 0.441 ,.0 ►X Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 1 0.619 Dimensions specified in inches unless noted a S PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp Open circuit voltage V a 39.4 V Open circuit voltage V a. 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current 1 mo 9.58 A Short circuit current 1 mo 7.75 A Maximum power point current I 8.94A Maximum power point current 1 7.22 A 'STC:1000 W/m°,25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m�,100% 1)Measuring tolerance(P_)traceableto TUV Rheinland: 2%(TUV Power Controlled). (+/-2%)of the STC efficiency(1000 W/m2)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cells per module 60 NOCT 48°C Cell type Mono crystalline TC 1 0.04%/'C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) Tic W, -0.30%/°C Front Tempered glass(EN 12150) TCPm -0.45%/'C Frame Black anodized aluminum Operating temperature -40°C to 85°C weight 46.7 Ibs(21.2 kg) SYSTEM INTEGRATION PARAMETERS 1000 W/ml Maximum system voltage SC 11 1000 V Max.system voltage USA NEC 600 V 800 W/m2 Maximum reverse current 16 A Number of bypass diodes 3 a 600 W/mz 113 psf downward 5 UL Design Loads" Two rail system 64 psf upward 0 400 W/m= a UL Design Loads" Three rail system 170 psf downward 64 psf upward 200 W/m' IEC Design Loads" Two rail system 113 psf downward 100 W/mz 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. Module voltage[V1 V., ADDITIONAL DATA 1-x4 37.44(951) Power sorting' -OWp/+5Wp _ 1-Box IP65 Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10 Fire rating(UL 790) Class C Glass Low iron tempered with ARC 41.30(1050) Version 0.6 15.3 2.5 frame VERSION 2.5 FRAME 65.94(1675) bottom mounting Compatible with both"Top-Down" holes M L�(34) and"Bottom"mounting methods n JrGrounding Locations: ry 4 corners of the frame 4locations along the length of the module in the extended flanges =L-x4 4.20(107)t 1.22(31) 39.41(1001)--- —I tAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reservesthe rightto make specification changes without notice. SW-01-6025U5 02-2014 .1 L TUV Power controlled: TOVRAalnlMd f Lowest measuring tolerance in industry 'O 000001�,A1 Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J Sunmodule Plus: Positive P erformance tolerance J 25-year linear performance warranty and 10-year product warranty J Glass with anti-reflective coating J World-class quality anam.a,iec 61215 330 Ammoni»msiaMne= Fully-automated production lines and seamless monitoring of the process and material pVE satb.•t•a,teeet ao _ t=.t.d elo nae.,oa r�.�a.mrn 'o "".�q :P.H.k I-P.nnr, ensure the quality that the company sets as its benchmark for its sites worldwide. Pn..r`.n`rn„a SolarWorld Plus-Sorting �'� s�c� PEnFO-RE rs W Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that s m flA�P o�� c us have greater than or equal to the nameplate rated power. �"�P� UL 1703 F_ IS090011 -I CEn 25 years linear performance guarantee and extension of product warranty to 10 years 0 ,,, SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years! 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. December 24, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Boulay Residence, 135 Dunphy Dr., Northampton, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 10" rafters at 16"o.c., with roof slope distance 19'-10" with rafter span 13'-11"; pitch 39 deg.; Main Roof 2 (one layer composition): 2" x 10"rafters at 16"o.c., with roof slope distance 18'-11" with rafter span 13'-4"; pitch 35 deg.; Garage Roof 3 (one layer composition): 2"x 12" rafters at 16"o.c., with roof slope distance 18'- 0" with rafter span 12'-2"; pitch 40 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 with EcoFasten Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 48" max. spacing and securely fastened with 5/16" dia. x 3 1/2" SS lag bolts as shown on drawing PV-A03. All attachments are staggered amongst the framing members. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. 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, �PX�A OF MASS,9Cy � G � JAMES A N�a 3 g MARX JR N O CIVIL No.36365 James A. Marx,Jr. RFGIST- G� f Professional Engineer sS�pNA��� 1Z 'I // MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy �� Ciean Power.8r;ght Savings. Property Owner Consent Form r� Owner: AL)r e c'Gv ca Address: Town: i,,, State: Zip: Phone: i hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Proper,.ty Owner Date 32 Teygwo&Spur,Al2.SWr;wgo A CT 06378 j WI.W).315.3370 i Pax 413.683.2225 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le0bly 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. x❑ I am a employer with 320 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 11.❑ 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 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: 01/01/2016 Job Site Address: 135 Dunphy Drive City/State/Zip: Northampton, 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 certif nifer the pains andpenalties ofperjury that the information provided a ove is true and correct. Si nature: Date: 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: Phil Smith 108025 License Number 9 Briggs Street, Easthampton, MA 01027 4/22/18 Address' '? f,.'w Expiration Date 413-977-9593 /2i, 4 Signature Telephone 9.Registered Home lmmysment 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 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....... W 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 0 Accessory Bldg. ❑ Demolition ❑ New Signs [o] Decks [p Siding[p] Other[©] solar Brief Description of Proposed Work: Installation of a 10.725kW roof mounted solar array using 39 SolarWorld SW275 Mono modules,39 Enphase M250-60-2LL-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 existina 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 Andre Boulay 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 Date 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 Name1 f( Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location)_ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW e YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW e YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained © , Date Issued: C. Do any signs exist on the property? YES Q 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 Q 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 Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. E*vftment use only City of Northampton Status offt"t" ["'L3ilding Department Curb CuVDrN"W Permit 212 Main Street Sewer/Septic Availabil6 2015 1 Room 100 WaterNVell Ava�blilty hampton, MA 01060 Two Sets of Structural Plans r ---�^�;i,^.e "13 587-1240 Fax 413-587-1272 P2ot/Slte Plans s n pe�irons 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 135 Dunphy Drive Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Andre Boulay 135 Dunphy Drive,Northampton,MA 01062 Name(Print) Current Mailing Address: see signed authorization form attached 413-374-8619 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba 32 Taugwonk Spur,A-12, Stonington, CT 06378 Name(Print) Current Mailing Address: fl 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 8,000 (a)Building Permit Fee 2. Electrical 34,000 (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) 42,000 Check Number p�- This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0731 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON06378(860)535-3370 Q PROPERTY LOCATION 135 DUNPHY DR MAP 36 PARCEL 349 001 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: INSTALLATION OF A 10.725 ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 108025 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORM ON 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 of Signa B di ffic 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. 135 DUNPHY DR BP-2015-0731 G1S#: COMMONWEALTH OF MASSACHUSETTS Map-.Block: 36-349 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-2015-0731 Project# JS-2015-001423 Est. Cost: Fee: $252.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sa. ft.): 63510.48 Owner: BOULAY ANDRE Zoning: Applicant: REAL GOODS SOLAR INC AT. 135 DUNPHY DR Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:111612015 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALLATION OF A 10.725 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: Rougb: 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 1/16/2015 0:00:00 $252.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner