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30A-085 FOR CONSTRUCTION -- n Ground WEEB& Module Clamp .G,.r Unirac Solarmount Sop Rail w/L-foot GS6p 2 Green Fasten Flashing: 32 Taugwonk spur,Al2 Stonginton,CT 06378 ECO-GF1-BLK-812 With Sh�rO�e Phone(860)535-3370 /pspra��Go�p rk" OG Rooftop — ECO-CP-SQ Compression Bracket Fax(413)683-2225 bets @2 - 5/16"x 3.5 S.S. Lag Bolt GRID-TIED a w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2"X 10 2Q Sealed w/Approved Sealant 10 Raets @ 6.00kW DC @ STC Z"X O G• VESEL, PAUL 3 HIGH MEADOW ROAD FLORENCE, MA 01062 Project# 10104883 1 Attachment Profile Attachment Detail DESIGNER MJR REVIEWER: CR VERSION DATE. 2014-05-28 20"Max 20" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes x Roof 2 Attachment „ s 4 Anchors located I aon alternate roof framing members Installer Signature I ; Sign each page and send to RGS Stagger splice locations Min of 2 supports Energy after you have verified that the within the each row of modules on either side of splice �� system will fit as proposed. If changes Anchor Max SolarMount Rail with a max spacing of 60" are needed, draw what will work on page and return. 3 Staggered Attachment Detail T 4 Rail S lice Detail I have verified that the design 8 NTS NTS proposed by RGS Energy for this project will fit as drawn with no changes that will affect price,or energy production from changing a m panels tilt or orientation. d m SolarMount Rail PV Module LL WEEBLug SS Washer CREW LEAD Q Module Frame Ground Wire &Nut _ ___ 7"7 Rapid Shutdown DATE SS Bolt V_JJ Unirac Rail Roof �;, DC Disconnect SS Bolt Framing NEMA 4 Rated Nib OJ I r Unirac I ; Q 0 UGC-1 „ I II I , SS Flat SS Bolt Washer ; ; ^'� VARIES Roof Unirac Rail Attachments DETAILS 5 Grounding Clip & Module G Groundin Lu & Rail � Ra id Shutdown Detail PV-A03 Scale: N.T.S. V Scale: N.T.S. NTS FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS Array Area: 426.2 ft- Total Photovoltaic Dead Load: 2.92 psf Array Weight: 1242.7 Ibs Avg. Dead Load per Anchor: 22,2 Ibs Anchor Qty.: 56 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Phone(860)535-3370 Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C: Fax(413)683-2225 Max. UniRac Rail Cantilever: 20 in. O.C. 20 in. O.C. 20 in. O.C. ........................... ............................................... . . Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. . 48 in. O.C. GRID-TIED ........................... .. PHOTOVOLTAIC SYSTEM Downforce Point Load: 340.5 Ibs 340.5 Ibs 340.5 Ibs ........................... ........................... ........................... Uplift Point Load: -148.8 Ibs -148.8 Ibs -121.9 Ibs 33' 6.00kW DC @ STC Minimum Anchor Strength: 707 Ibs VESEL, PAUL Average Safety Factor: 5.37 16'-3" 2'-7" 3 HIGH MEADOW ROAD FLORENCE, MA 01062 Project# 10104883 8 DESIGNER: MJR �- REVIEWER: CR o - VERSION DATE. 2014-05-28 REVISIONS I i # By Date Notes 14-2,. z I 3 21'-9" s 4 o Installer Signature Sign each page and send to RGS Energy after you have verified that the 10'-10° system will fit as proposed. If changes _— - FOR CONSTRUCTION 4 32 Tau wonk Spur,Al2 g P v Stonginton,CT 06378 Phone(860)535-3370 1 Site Plan S stem La out Fax(413)683-2225 Scale: 1" = 75' Scale: 1" = 15' GRID-TIED PHOTOVOLTAIC SYSTEM 6.00kW DC @ STC VESEL, PAUL (E) Property Line 3 HIGH MEADOW ROAD FLORENCE, MA 01062 Project# 10104883 DESIGNER. MJR Equipment Located on Exterior Wall: REVIEWER: CR (E) Utilty Meter Equipment Located in Basement: VERSI°"°ATE 2014-05-28 (E) Main Service Panel REVISIONS (E) Subpanel- POI (N) PV Production Meter # By Date Notes (N) Fronius IG Plus A 6.0-1 UNI Inverter 1 2 a 3 3 4 Lo a° b � Installer Signature Z (N)EMT Conduit-On Roof&Under Eaves Sign each page and send to RGS Energy after you have verified that the system will fit as proposed. If changes are needed, draw what will work on page and return. N I have verified that the design g proposed by RGS Energy for this --- Equipment Located on Roof: X — – (N) Rapid Shutdown DC Disconnect Project will fit as drawn with no o changes that will affect price,or energy production from changing a m panels tilt or orientation. ! (N) PV Array: co 24 Canadian Solar CS6P-250P CREW LEAD D, Asphalt/Comp.Shingle Roof Q (E) Driveway 2"X 10"Rafters @ 24"0.C. DATE J zAzimuth:zimth:178° e 0 0 (E) Single Family Dwelling (E) Pool s �E Varies N SITE PLAN W E PV-A01 S FOR CONSTRUCTION s Grid-Tied Photovoltaic System �� DC Rating: 6.00 kW Vesel, Paul 3 High Meadow Road 3Stongnton,kCT063782 Florence, MA 01062 Sheet List Phone(860)535-3370 Fax(413)683-2225 Sheet No. Sheet Title Jurisdiction: City of Northampton PV-000 COVER GRID-TIED PHOTOVOLTAIC SYSTEM PV-A01 SITE PLAN 6.001kW DC @ STC Scope of Work: General Notes: PV-A02 MODULE LAYOUT VESEL, PAUL RGS Energy shall install a 6.00 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A03 DETAILS 3 HIGH MEADOW ROAD totaling(24) Canadian Solar CS6P-250P Modules with(1) Fronius IG Plus A Of Northampton. FLORENCE, MA 01062 6.0-1 UNI String Inverter(s). The Modules shall be flush mounted on the 2. All projects will comply with the Ordinances of the City of PV-A04 MATERIALS Project# 10104883 asphalt/comp. shingle roof and interconnected via load side breaker Northampton. PV-E01 ELECTRICAL DIAGRAM DESIGNER MJR connection. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, No time on Sunday or legal Holidays. PV-E02 SYSTEM CALCS REVIEWER: CR Equipment Specifications: 4. Product Data Sheets shall be included. PV-G01 SIGNAGE VERSIONDATE 2014-05-28 5. Rooftop penetrations shall be completed and sealed per code by a Module: (24)Canadian Solar CS6P-250P licensed contractor. REVISIONS Inverter 1: (1) ols IG Plus A 6.0-1 UNI 6. All Photovoltaic modules shall be tested and listed by a recognized Racking: UniRac ac SolarMount # By Date Notes laboratory. Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730. ' CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground shall be provided for the Array and for all z Photovoltaic Equipment. ` 9. DC Wiring shall be run in metal conduit or raceways within enclosed a Roof Specifications: spaces in a building. Roof 1: 10. Conduit,Wire systems and Raceways shall be located as close as 5 Asphalt/Comp. Shingle possible to ridges, hips, and outside walls. o (Single Layer) 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall _ Installer Signature sign each page and send to RGS 2"x 10" Rafters @ use guidelines that minimize the total amount of conduit by taking the Energy after you have verified that the 24"O.C. shortest path. system will fit as proposed. If changes Pitch: 45° I Azimuth: 178° 12. Space Requirements for electrical equipment shall comply with NEC are needed,draw what will work on Array Size: 24 Modules Article 110. Y.:a page and return. 13. Equipment grounding shall be sized in accordance with Table 250.122. ' 1 have verified that the design o Site Specifications: = proposed by RGS Energy for this Occupancy: II 14. Connectors that are not readily accessible and that are used in the project will fit as drawn with no " Design Wind Speed: 90 MPH circuits operating at or over 30V AC or DC shall require a tool for = changes that will affect price,or opening and are required to be marked"Do not disconnect under „F energy Exposure Category: B p g q rv' production from changing a Mean Roof Height: 20 ft load"or"Not for current interrupting", per 690.33(c)&(e), panels tilt or orientation. Ground Snow Load: 40 PSF(Reducible) 15. All signage to be placed in accordance with local building code. y m Adj. Roof Snow Load: 23.7 PSF 16. Signs or Directories shall be attached to the electrical equipment or CREW LEAD located adjacent to the identified equipment. a All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. DATE 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. 2012 International Fire Code(IFC) 2012 Uniform Mechanical Code(UMC) ° 2012 Uniform Plumbing Code(UPC) MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) F N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures COVER As amended and adopted by City of Northampton PV-000 t :"UNIRAC . - D. . - - SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D -310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M,410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T-BOLT OR 14"HEX HEAD SCREW 1�"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T3.000 -TSLOT FOR 38"HEX BOLT SLOT FOR 1.385 3 " HEX BOLT .387 .750 1.207 y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a amUNIRA . - D. . - - : SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Y 0 L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 0 Ultimate tensile:38ksi,Yield: 35 ksi f� Finish:Clear or Dark Anodized L-Foot weight:varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance sx mar rtra Direction Ultimate Allowable Load Factor, Load Factor, •"�""" Ibs(N) Ibs(N) FS Ibs(N) m 4 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) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 OnUNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,3021041), 302105D,302106D Mid clamp material: One of the following extruded aluminum rra Bolt alloys: 6005-T5, 6105-T5,6061-T6 Mid + la a N Clamp '�.. 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 Y4"-20 T-bolt and one W-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Seam 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 �.00atsT,ant� - - Direction Ultimate Load Factor, Load Factor, eemEennaoues 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) 1 490(2179) 1 2.44 741 (3295) 1 0.620 rx Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,3020021),302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 Olt Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized 0 End clamp weight:varies based on height: -0.058 Ibs(26g) dl lamp 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 i.z Applied Load Average Allowable Safety Design Resistance W""'" Direction Ultimate Load Factor, Loads Factor, ' Ibs(N) Ibs(N) FS lbs(N) WITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 *+rx.«e f Transverse,Zt 63(279) 1 14(61) 4.58 21 (92) 0.330 Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified In Inches unless noted � � �` UNN~� �� 8 0U�� N��0 �� ~ " � nm �� SoUarMount Technical Datasheet Pub 11umm-luuv1.o August 2011 SoUarMoumtModuUe Connection Hardware.................................................................. 1 BoftonnUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMouNt Beam Connection Hardware......................................................................3 L-FoOt...........................................................................................................................3 SolarMoumtBeams..........................................................................................................4 SoUarMoKUnt Module Connection Hardware SoUarMou0t Bottom Up Module Clip Part No. 3O2000C X Washer ° Bottom Up Clip material: One uf the following extruded aluminum 8oftxn alloys:8OO5-T5.01O5'T5.6O61'T8 UP Clip ~ Ultimate tensile:38kni.\io|d: 35 kai " Finish:Clear Anodized ^ Bottom Up Clip weight;-0.031 |bo(14g) ^ AUowab|eand design loads are valid vvhencomponents am B �� assembled with So|ndNountooheo beams according to authorized UN|RACdocumento ^ Assemble with one%'''2OASTyNF5A3 bolt,one%'''2OASTN1F504 serrated flange nut,and one k"flat washer ^ Use anti-seize and tighten 0m10ft-|bocftorque ^ Resistance factors and safety factors are determined according to part 1 section Qnf the 2OO5 Aluminum Design Manual and third- party testneouUofrom on |AS aouvuddmd laboratory Module edge must be fully supported by the beam � NOTE ON WASHER: Install washer on bolt head side ofassembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, `24 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 A - ~ ,p 0.% . ^ Dimensions specified In Inches unless noted �N�| GREENFASTEN`M PRODUCT GUIDE - GF-I American Wood Council Lag Bolt Pull-Out Values � E .Y rq Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Lag screw specifications 'i Specific 5116"shaft* Gravity � w � a per inch thread depth : n', Qe LU Douglas Fir,Larch .50 266 Douglas Fir,South 46 235 3 Engelmann Spruce,lodgepole Pine .46 235 (MSR 1650 f&higher) Hem,Fir,Redwod (close grain) .43 212 Hem,Fir(North) .46 235 t Southern Pine .55 307 Thread u Depth " o Spruce,Pine,Fir .42 205 v Spruce,Pine,Fir .50 266 'A (E of 2 million PSI and higher wA � o grades of MSR and MEL) } y � co t7 N t_ 3s O0 - W _-. ... ,_r•, .n !il ., r,neat al �2 o: GREENFASTEN"' PRODUCT GUIDE - GF-I Specifications PART I — GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be A. Submit manufacturer's written specifications. compatible with chosen roof application and 1.1 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. . GreenFasten 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 QUALITYASSURANCE D. Bushing is EPDM. B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless r " 1.Section 07600:Flashing and Sheet Metal specified roofing 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 requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum 4.Division TThermal and Moisture Protection Inspect material upon delivery Notify manufacturer within 24 hours of any missing or defective items.Keep B. Base flashing(choose one) 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish A. COMPONENTS: 1. GreenFasten system consists of aluminum 2.Black-kynar painted x, PART 2 - PRODUCTS flashing with integral EPDM bushing and one 3.Dark Bronze kynar painted t 3 bonded stainless steel and EPDM washer. 2.1 MANUFACTURER 2. Fasteners PART 3 - EXECUTION t " EcoFasten Solar° A.To be of metal compatible with aluminum a 289 Harrel St.Morrisville,VT.05661 GreenFasten components. o (877) 859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets compatibility with p y the roof deck. are to be installed and verify that it will withstand C.Fastener strength should exceed or be equal 2.2- MATERIALS any additional loading that it may incurred.Notify g to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before i J x See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. t r = 3. Sealant(if required by roof manufacturer): €° E B. Verify that roofing material has been installed far fi- o to be roof manufacturer approved. F-I I I correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L- 01-3" 3. L-102-3„ " 3.2 INSTALLATION r B. DESIGN REQUIREMENTS: 4. CP-R A. Comply ith architectural drawings and 1. Bracket spacing to be recommended by 5. CP-SQ p y g 00 project engineer's recommendations for location project engineer. 6. SL 02 6" of system.Comply with Manufacturer's written co 2. Install a minimum of one fastener assembly. 7. Z-101 installation instructions for installation and layout. 1 It is important to design new structures or 8. Custom o assess existing structures to make sure that they can withstand retained loads, i O w _ Sec.S-I GREENFASTEN" PRODUCT GUIDE - GF-I Bracket Options - CP-SQ � r .375 -.008 4-- --- N a l .� — — 2.000=.025 — � F 4 elf L p �*i 14 � _r v , 2.000 -,025 0 1 ,R 4 E g. - ;'' o .377 .010 TN4U g Ul .875 .010 k 82 NEARSIDE _ v o ` w ,= Compression Plate 2" X 2" Mill Aluminum Sec.4-4 GREENFASTEN PRODUCT GUIDE - GF- GF I- L 812 ..r rE N , 8.000 - .005 i- R38 082 �K $� 3 ', --- 12.00:; .125 v_. — -- 3.00- .125 § cu ► - 1 i s , V 4.00 + .125 ——* -- ►- 26 .01 ► -s- - t r, s co oo 0 v, Finish Options BLK= Matte Black BRZ = Medium Bronze Lij MLL= Mill Finish Sec.4-2 1 GREENFASTENr"" PRODUCT GUIDE — GF-1 .; Exploded Product View vrt� ?ice # 1 .iF. 3 u>4. -. _ 3 Cc t � 5 i tr 7-) ' t � �# t� r M i' r. O� co co J _ Q i N � C -„ 4J LL O Lu *Note:Numbers correspond with B.O.M,Sec.3-1 �2 � r 6 Sec.I-I r F� TM .s a PRODUCT GUIDE 4 &eenFasten GF I Contents £` Exploded F'r�ductViev�%— Sec. I #nsta#talon Instructions Sec.2 Bill of Materials—:Sec. 3 CuW!/eets ..V54.rS.a t ' Specifications— Sec.5 I Lag`,Ralf Pull-Out Values'--Sec. 6 n Leakiest— Sec.7 rp S 3 F i yy S # r t §{. L t 8CoF.J,',t n Solar Committed to the SUpport of Renewable Energy t CS6P-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 29.4V 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 -40C—+85'C Maximum System Voltage 1000V(IEC)/600V(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%rC Temperature Coefficient Voc -0.34%/C ISC 0.065%IC NOCT 45C Under Standard Test Conditions(STC)of irradiance of 1000W1m'•spectrum AM 1.5 and cell temperature of 25'C Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x 10) Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) 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-25OP) IV TI I i s I I I a I I l n `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 uncompromising quality to worldwide customers.Canadian module capacity to 1.3GW in 2010. Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 0 Riverbend D Ontario Tel:+1-519-954-2057 Fax +1-519-578-2097 i CanadianSolar 220/225/230/235/240/245/250P On-grid Module CS6P is a robust solar module with 60 solar cells.These modules can be used for on-grid solar applications.Our meticulous design and production techniques ensure a high-yield, long-term performance for every module produced.Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Key Features • Top ranked PVUSA(PTC)rating in California for higher Applications energy production . On-grid residential roof-tops • 6 years product warranty(materials and workmanship); • On-grid commercial/industrial roof-tops 25 years module power output warranty • Solar power stations Other on-grid applications • Industry leading plus only power tolerance:+5W(+2%) • Strong framed module,passing mechanical load test Quality Certificates of 5400Pa to withstand heavier snow load • IEC 61215,IEC 61730,IEC 61701,UL 1703, • Ultra reliable in corrosive atmosphere,verified by CEC Listed,CE,KEMCO and MCS IEC61701"Salt Mist Corrosion Testing" • IS09001:2008:Standards for quality management systems • The 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 • 18017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV,UL testing standards A IEC j:, CC ( ®OF www.canadiansolar.com May 28, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Vesel Residence, 3 High Meadow Rd.,Florence,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof I (one layer composition): 2" x 10" rafters at 24"o.c., having roof slope distance 21'-9" with rafter span 15'-0"; pitch 45 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 with 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. max. with 5/16"x 3 /z" 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, ��p Mss', z J NCI.'\fi�Cu O James A. Marx, Jr. ,�F�� Professional Engineer °FMS,IoNr\�-�4 7 MA 36365 ®��•� 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy ,r GOODS Property Consent Form Owner: .?Lt y t.ae; Address: 3 4t$L, Q- Town: c e n ra State: 1 AA Zip: 01 c)( Phone: t Ca q S Cho q 5 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, Zee H Date 32 laugwonk Spur,A 12 Stonington CT 06378 F'.860-5:1.5-3370 F:413-683-2225 www.RealGoods olar.conl The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street QV Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Tauqwonk Spur, Unit A-12 City/State/Zip: Stonington. CT 06378 Phone#: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 120 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.F1 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.❑Roof repairs insurance required.] t employees. [No workers' 13.❑x Other solar panels comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 3 High Meadow Road City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certif nder he pains d penalties of perjury that the information provided above 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: John Tierney 070531 License Number 44 Sabrina Brook Lane,Westfield, MA 01085 12/30/15 Address Expiration Date � 413-568-2720 Si ature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington, CT 06378 4/6/15 AddreS 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....... lid 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 l New House ❑ Addition El Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [p Siding[0] Other[al] solar Brief Description of Proposed Work: Installation of a 6kW roof mounted solar array using 24 Canadian Solar CS6P-250P modules,a Fronius IG Plus A 6.0-240 inverter&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housina, complete the foliowina: 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 X 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? X Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Paul Vesel 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 2A, -V& 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 Nam J k1w 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 A 4 Setbacks Front Side L: i R:i—ll L:: Rear Building Height Bldg,Square Footage % L--------- ........ 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 DON'T KNOW YES 0 IF YES, date issued:1 L--- - 1 11---11-111--- IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON7 KNOW YES 0 IF YES: enter Book I Page; Document#! B. Does the site contain a brook, body of water or wetlands? NO DON7 KNOW YES \L/ 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained Date Issued: 0 C. Do any signs exist on the property? YES 0 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 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over I acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO & IF YES,then a Northampton Storm Water Management Permit from the DPW is required. r,l Department use only �ll ity of Northampton Status of Permit: uilding Department Curb Cut/Driveway Permit JUL d 2014 212 Main Street Sewer/5epticAvailability LRoom 100 Water/Well Avaiiability Electric, Piumb;n &—G------�. N rthampton, MA 01060 Two Sets of Structural plans 9 as Inspect o Northampton, MA pie 41 -587-1240 Fax 413-587-1272 Plot/Site 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 3 High Meadow Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Paul Vesel 3 High Meadow Road,Florence,MA 01062 Name(Print) Current Mailing Address: 413-695-0045 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba h�S �� 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature ff Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 5,000 (a)Building Permit Fee 2. Electrical 18,000 (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) 23,000 1 Check Number This Section For Official Use Only Building Permit Number te r. Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2015-0112 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 3 HIGH MEADOW RD MAP 30A PARCEL 085 001 ZONE WSP(100)/URA(82)/SR(18)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid lire Typeof Construction: INSTALL 6 KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070531 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO$MATION PRESENTED: f/Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Pen-nit 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 em Delay Signature of Building Of icial 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. 3 HIGH MEADOW RD BP-2015-0112 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30A-085 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-2015-0112 Project# JS-2015-000203 Est. Cost: $23000.00 Fee: $138.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 070531 Lot Size(sq. ft.): 73180.80 Owner: VESEL CHARLOTTE&PAUL W Zoning: WSP(100)/URA(82)/SR(18)/ Applicant: REAL GOODS SOLAR INC AT. 3 HIGH MEADOW RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.712912014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 6 KW 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 7/29/2014 0:00:00 $138.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner