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23A-155 (2) FOR CONSTRUCTION Ground WEEB& Module Clamp Unirac Solarmount og\acK -- Rail w/L-foot 32 Taugwonk Spur,Al2 5\44 Green Fasten Flashing: Stonginton,CT 06378 ECO-GF1-BLK-812 With Pius, ,.%� Sh�ng�e -'�� Phone(860)535-3370 Comp Module(TYP.) ---___y ECO CP-SQ Compression Bracket Fax(413)683-2225 - Iva ets @Zp,"0. Rooftops 5/16"x 3.5"S.S. Lag Bolt GRID-TIED w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2 X8 a�ecs @24 Sealed w/Approved Sealant 2.200kW DC @ STC Z,X$ RO G• MUELLER, JIM 84 PINE ST. FLORENCE, MA 01062 Project# 10135086 1 Attachment Profile ^� Attachment Detail DESIGNER: DKN REVIEWER: CR VERSION DATE. 2014.-08-27 16" Max 16" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes I II _ II I 1 II II 1 Roof z Attachment .I 3 4 N Anchors located ;; ;; s on alternate roof P framing members .I II I Stagger splice locations Min of 2 supports -`r " -- — within the each row of modules on either side of splice Anchor Max SolarMount Rail with a max spacing of 48" 3 Staggered Attachment Detail T 4 Rail S lice Detail NTS NTS X °o m v m m WEEBLug SS Washer Q Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail SS Bolt Q Nib ° a Unirac LO UGC-1 SS Flat SS Bolt Washer VARIES Unirac Rail DETAILS 5 Groundin Cli & Module 6 Groundin Lu & Rail Scale: N.T.S. Scale: N.T.S. PV-A03 FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS (, Array Area: 148.0 ftz Total Photovoltaic Dead Load: 2.68 psf � . Array Weight: 396.8 Ibs Avg. Dead Load per Anchor: 12.4 Ibs Anchor Qty.: 32 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Max. UniRac Rail Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. Phone(860)535-3370 • • Fax(413)683-2225 Max. UniRac Rail Cantilever: 16 in. O.C. 16 in. O.C. 16 in. O.C. ........................... ........................... ........................... Adjusted Anchor Span: 24 in. O.C. 24 in. O.C. 24 in. O.C. GRID-TIED Downforce Paint Load: ..... PHOTOVOLTAIC SYSTEM 217.0 Ibs 217.0 Ibs 217.0 Ibs ........................... ........................... ........................... Uplift Point Load- -110.5 Ibs -110.5 Ibs -91.9 Ibs 2.200kW DC @ STC Minimum Anchor Strength: 707 Ibs MUELLER, JIM Average Safety Factor: 7.13 84 PINE ST. FLORENCE, MA 01062 Project# 10135086 28'-7 DESIGNER: DIN REVIEAER: CR 6-8" 10'-8" VERSIONDATE 2014-08-27 REVISIONS # By Date Notes 8" � 2 3 4 0 16'-1" I, L O ti X 0 an v 3 LL z Q 20'-1" 3-11" • Total Quantity of Attachments=32 • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is 13 the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5116"x 3-1/2" Lag Bolt, Hex Head, 18-8 SSs S—F 3/16"= 1'-0" • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. N MODULE LAYOUT • UniRac Requires one thermal expansion gap for every run of rail greater than 40' • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, R, Pub 110616-1cc,June 2011 Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be B PV—A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. S FOR CONSTRUCTION Pine St _•'''� i 1 Equipment Location: Exterior ai�y��•! ; (E) Utilty Meter 32 Taugwonk Spur,Al2 ��• . ; .. e • (N)Junction Box- POI Stonginton,CT 06378 (N) Fused PV AC Disconnect Phone(860}53 • � Fax{413}683-22225 225 o ; (N) PV Production Meter/Monitor ,.. . • ° ,a Equipment Location: Interior GRID-TIED (E) Main Service Panel PHOTOVOLTAIC SYSTEM 2.200kW DC @ STC MUELLER, JIM 84 PINE ST. (E) Driveway 1 .° "' ; FLORENCE, MA 01062 a Project# 10135086 1 A DESIGNER: DKN REVIEWER: CR 1 , 4 VERSIONDATE. 2014-08-27 1 � 1 , (N) PV Array: REVISIONS (E)Accessory Building 1 � 8 Solarworld Plus SW 275 Mono Black Modules 6 Enphase Energy M250-60-2LL-S22 Micro-Inverters # By Date Notes Asphalt/Comp. Shingle Roof 1 ; 2"X 8"Rafters @ 24"O.C. 2 I j Pitch:33° 3 1 Azimuth:167° a a j (E) Single Family Dwelling 0 1 1 � 1 g 1 1 X I O ; m 1 � 1 1 1 1 Z Q 1 1 i 1 (E) Property Line 1 1 0 1 1 j 1 1 1 j 1 1 1 E 1/16"= T-0" I •--•-- -- --.-- -- -- -----..J SITE PLAN W E S PV-AO1 FOR CONSTRUCTION City of Northamp On Building Department 7 ` Grid-Tied Photovoltaic System ev.ew 2112 2 Maaiin Street DC Rating: 2.200 kW NmptOn, MA 01060 Mueller, Jim l `� 32 Taugwonk Spur,Al2 84 Pine St. Stonginton,CT 06378 Phone(860)535-3370 7wo���Flo rence, MA 01062 Fax(413)683-2225 Jurisdiction: Town of Florence Sheet List GRID-TIED PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 2.200kW DC @ STC Scope of Work: General Notes: PV-000 COVER MUELLER, JIM RGS Energy shall install a 2.200 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the PV-A01 SITE PLAN 84 PINE ST. totaling(8)Solarworld Plus SW 275 Mono Black Modules with(8) Enphase Town Of Florence. FLORENCE, MA 01062 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 2. All projects will comply with the Ordinances of the Town of Florence. PV-A02 MODULE LAYOUT Project# 10135086 mounted on the asphalt/comp. shingle roof and interconnected via supply side 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A03 DETAILS DESIGNER: DKN tap. No time on Sunday or legal Holidays. 4. Product Data Sheets shall be included. PV-A04 MATERIALS REVIEWER: CR Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM VERSIONOATE. 2014-08-27 licensed contractor. Module: (8) ) Enp orld Plus Energy 25 Mono Black 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS Inverter 1: (8) Enphase Energy M250-60-2LL-S22 laboratory. Racking: UniRac SolarMount 7. Certifications shall include UL1703, IEC61646, IEC61730. PV-G01 SIGNAGE # By Date Notes Attachment Flashing: Eco-Fasten Green-Fasten with 8. A continuous ground shall be provided for the Array and for all CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. 2 9. DC Wiring shall be run in metal conduit or raceways within enclosed 3 spaces in a building. 4 Roof Specifications: 10. Conduit,Wire systems and Raceways shall be located as close as Roof 1: possible to ridges, hips, and outside walls. _ s Asphalt/Comp. Shingle 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall ° (Single Layer) use guidelines that minimize the total amount of conduit by taking the 2"x 8"Rafters @ shortest path. 24"O.C. 12. Space Requirements for electrical equipment shall comply with NEC Pitch: 33° 1 Azimuth: 167° Article 110. Array Size: 6 Modules 13. Equipment grounding shall be sized in accordance with Table s 250.122. g Site Specifications: 14. Connectors that are not readily accessible and that are used in the Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for " Design Wind Speed: 90 MPH opening and are required to be marked"Do not disconnect under Exposure Category: C load"or"Not for current interrupting", per 690.33(c) &(e). m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. Ground Snow Load: 40 PSF (Reducible) 16. Signs or Directories shall be attached to the electrical equipment or ca Adj. Roof Snow Load: 30.8 PSF located adjacent to the identified equipment. 17. Signs should be of sufficient durability to withstand the environment. " All Work to be in Compliance with: 18. Any plaques shall be metal or plastic with engraved or machine 2014 National Electrical Code(NEC) printed letters, or electro-plating, in a red background with white •°" ^ , 2009 International Residential Code(IRC) lettering, a minimum of 3/8"height and all capital letters. M � , 2009 International Building Code(IBC) •u x 2012 International Fire Code(IFC) €Y _ * " ,F ol 2012 Uniform Mechanical Code(UMC) `" 2012 Uniform Plumbing Code(UPC) 't ~ MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) &R301.2(5) � "� �`"`E ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other :4 ca Structures ' " ✓"" """'q" COVER As amended and adopted by Town of Florence PV-000 SolarMount Beams Part No. 310132C, 310132C-13, 310168C, 310168C-13, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in" 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1'728 Y4"HEX HEAD SCREW !/4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR -T HEX BOLT SLOT FOR 1.385 HEX BOLT .387 .750 • 1.207 Y Y 1.875 w ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted s =UNIRAC . . . - . . . . - - SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:—0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 W'serrated 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 s X sure to check load limits for standoff, lag screw,or other a attachment method Applied Load Average Safety Design Resistance ASCOT KA Direction Ultimate Allowable Load Factor Load Factor, Ibs(N) Ibs(N) FS Ibs(N) (1) ' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492)1 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 SOLARMOUNT Technical Datasheets , UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D rra Bolt Mid clamp material: One of the following extruded aluminum Mid la e N alloys: 6005-T5,6105-T5,6061-T6 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'/."-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 3.00 DISTANCE Direction Ultimate Load Factor, Load Factor, rrcero _ Ibs N - Ibs N FS Ibs N 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Sliding,X± 1 1194(5312) 1490(2179) F 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, 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 • 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 W-20 T-bolt and one'/"-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 ,.s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) 4) VANES Moon Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 T"ics"ess Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches-unless-noted ::=UNIRA ' . . . - . . . . - - 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 ut (hidden..s alloys:6005-T5,6105-T5, 6061-T6 Up Clip no Ultimate tensile: 38ksi,Yield: 35 ksi � x • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam 'MBolt • 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, Ibs(N) Ibs(N) FS Ibs(N) 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 � e.w P.X Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a GREENFASTENT" PRODUCT GUIDE - GF-I T, American Wood Council Lag Bolt Pull-Out Values Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) a Lag screw specifications Specific 51I6"shaft's Gravity P per inch thread depth w Douglas Fir,Larch .50 266 Douglas Fir,South .46 235 vEngelmann Spruce,lodgepole Pine .46 235 v (MSR 1650 f&higher) Hem,Fir,Redwod (close grain) .43 212 £ O � Hem,Fir(North) .46 235 Southern Pine .55 307 Thread Depth q; o Spruce,Pine,Fir .42 205 Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher v grades of MSR and MEL) m M O, 0? co £x co ' 0 �x r c0 C qg I.1.V `i - Ecofasten Solar@ All content protected under copyogh*_All rights reserved.02116111 Sec.6- GREENFASTENTM PRODUCT GUIDE - GF-I ,; ,. . Specifications 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 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. 1. 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 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 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.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) 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. 1.Mill Finish A. COMPONENTS: w 1. GreenFasten system consists of aluminum PART 2 - PRODUCTS 2.Black-kynar painted flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted °3 bonded stainless steel and EPDM washer. 2 1 MANUFACTURER cu 2. Fasteners EcoFasten Solar° PART 3 - EXECUTION o A.To be of metal compatible with aluminum 289 Harrel St Morrisville,VT 05661 } GreenFasten components. o (877)859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolarcom. 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 any additional loading that it may incurred.Notify i g to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before v See test data at www.ecofastensolar.eom 6000 Series Aluminum (choose one) installing EcoFasteri Solar brackets. 3. Sealant(if required by roof manufacturer): F-III B. Verify that roofing material has been installed E to be roof manufacturer approved. correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L-101-3" 3. L-102-3" 3.2 INSTALLATION B. DESIGN REQUIREMENTS: 4. CP-R o 5. CP-SQ A. Comply with architectural drawings and 1. Bracket spacing to be recommended by project engineers recommendations for location project engineer. 6. SL-102-6" ' g 7. Z-101 of system.Comply with Manufacturers written °' 2. Install a minimum of one fastener assembly installation instructions for installation and layout. i 3. It is important to design new structures or 8. Custom b assess existing structures to make sure that K ° they can withstand retained loads. O W U t ©Ecol asten SolarOO Ali content protected under copyright.All rights reserved.02116111 See.5-1 ?F GREENFASTENTM PRODUCT GUIDE - GF-I Bracket Options - CP-SQ �4 ' .375-.008 T__ 4 v –� – 2.000=.025 — w 3 v v X � <1 s � I o 2.000:.025 Tj rn M i a 4. Ln CO Co }. 0 o �.377_-.010 THRU Ln .875,.010 X 82° NEAR SIDE o LU -' Compression Plate 2" X 2" Mill Aluminum ©EcoFasten Solar®All content protected under copyright.All rights reseryea. 02116111 Sec.4-4 GREENFASTENTM PRODUCT GUIDE - GF-I GF1- L 812 -+---- 8.000- .005 —=- ---- R.38 - - - .032 w .88 .01 v Of 12.00 125 — 30 .01 ; r 3 3.00- .125 4.00- .125 -- -F--- .26 .01 - i =a — .05 C co a co b ' t N k s � € a Finish Options BLK= Matte Black 0 BRZ = Medium Bronze .`' MILL= Mill Finish ------------------------------ --------------------------------- — ©EcoFosten SolorOO All content protected under copyright All rights reserved.02116111 See.4-2 GREENFASTENT" PRODUCT GUIDE - GF-I Exploded Product View nl j 4 I ,F v w v i o {3 Z. 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N 1=I,' 3,�� C:� d ,t i { a 3 S PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 Maximum power P m 275 Wp Maximum power P 203.1 Wp Open circuit voltage V, 39.4 V Open circuit voltage V.c 35.7 V Maximum power point voltage V m 31.0 V Maximum power point voltage V mo 28.1 V Short circuit current 1 9.58 A Short circuit current I 7.75 A Maximum power point current I 8.94A Maximum power point current I 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/m2,100% 1)Measuring tolerance(P"•)traceable toTUV Rheinland:+/-2%(TUV Power Controlled). (+1-2%)of the STC efficiency(1000W/m�)isachieved. 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) TC -0.30%/'C Front Tempered glass(EN 12150) TC Po -0.45%/'C Frame Black anodized aluminum Operating temperature -40°C to 85'C weight 463 Ibs(21.2 kg) i SYSTEM INTEGRAT40N PARAMETERS 1000 W/m, - - Maximum system voltage SC II 1000 V 800 W/m2 Max.system voltage USA NEC 600 V -- Maximum reverse current 16 A - - Number of bypass diodes 3 600 W/m= UL Design Loads' Two rail system 113 psf downward 64 psf upward 400 W/m= UL Design Loads" Three rail system 170 psf downward 64 psf upward 200 W/m' 113 psf downward 100 W/m a IEC Design Loads" Two rail system 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with ... __. _ _. ,.._._ these load cases. Module voltage IV] W ADDITIONAL DATA 1x4 37.44(951) Powersorting' -0 Wp/+5 Wp J-Box I P65 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 and"Bottom"mounting methods N JrGrounding Locations: ry 4 corners of the frame 4 locations along the length of the module in the extended flanget 1.34 34 20(07)t 1.22(31) 39.41(1001) —I rAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6025US 02-2014 ,s ✓ w v a ��,d.tuv,000 TUV Power controlled: 10M.IMI# Lowest measuring tolerance in industry i0 OOOOOZp,31 Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J Sunmodule Plus: Positive performance tolerance J 25-year linear performance warranty and 10-year product warranty F-D, J Glass with anti-reflective coating J World-class quality .� pualty W.BiRiS 3 �' •Ammonin mxintanun Fully-automated production lines and seamless monitoring of the process and material 5'°"`°°"°•'EI_ P.o Y P g P DVE :e��;;:na.�.a:rm o:�,�._,� .Gawko�",man ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting S�� PFfl©flMANCF TESIE° Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that P''FTAC's ,'T c us have greater than or equal to the nameplate rated power. �'� UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years . •00 ISO L] ,, 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. August 29, 2014 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re:Engineer Statement for Mueller Residence, 84 Pine St.,Florence,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing South Main Roof 1 (one layer shingles): 2" x 8"rafters at 24"c-c.,with roof slope distance 16'-1",33 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 unistrut below modules as required for rail spacing will be anchored to the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket located at 24"sp. on the center of the rafters and will be securely fastened to the rafters at with 5/16"x 3 %" SS lag bolts as shown on drawing PV-A03. The mounting system has been designed for wind speed criteria of 90 mph Exp. C and ground snow criteria of 40 ps£ 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. j Thereby,I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, @�t\' MnCS�CyCi top) c�ic,3r'S w James A. Marx,Jr. Professional Engineer MA 36365 h�°Fssio�'`� 8 l 10 High Mountain Road Ringwood,NJ 07456 I I cc:RGS Energy { r r 'r i RGS Property Owner Consent Form Owner: � .PIA c5 c, e, tle-,,- Address: s-H P:,-,c Town: (o r e c State: �A Zip: o ( uG )- Phone: `f (3 - 3 ,�,O , I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Pr6perty Owner Date -4 Slitic A 12.Stoningum.('F 06,78 t mo 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 Legibly Name(Business/organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Tauqwonk Spur, Unit A-12 City/State/Zip: Stonington, CT 06378 Phone#: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 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: 01/01/2015 Job Site Address: 84 Pine Street City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify undeT the pa�in�s)and penalties of perjury that the information provided above is true and correct. Si ature: r��X Date: i / Phone#: (860)535-3370 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Gary Beals 101487 License Number 61 Turnpike Road,Ashby, MA 01431 11/7/14 Address Expiration Date 978-855-8568 Agnjall Telephone 9.Reallstered 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 Address Expiration Date yt r�W Telephone 860-535-3370 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0 No...... ❑ 11. - Home Owner 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 ID Accessory Bldg. ❑ Demolition ❑ New Signs (01 Decks [Q Siding[O] Other[o] solar Brief Description of Proposed Work: Installation of a 2.2kW roof mounted solar array using 8 SolarWorld SW275 modules,8 Enphasc M250-60-2LL-S22 micro inverters&a]I associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet 6a. if New house and or addition to existing housing, complete the following a. Use of building :One Family X Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes X 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 Jim Mueller I, , 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 �6/y Signature of Owner Dat Alteris Renewables dba RGS Energy as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Name Jj - Signature of weer/Agent ate Section 4. ZONING Alt 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 --j R:L Ulk-7-11- 1 R:L.- L---J Rear Building Height Bldg, Square Footage % L _J 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 DON7 KNOW e YES 0 IF YES, date IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES 0 IF YES: enter Book i Page i and/or Document#1 B. Does the site contain a brook, body of water or wetlands? NO e DON7 KNOW 0 YES 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 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 e r 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 0 NO e IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Departmlertt use only f� -,-r-, __ City of Northampton status OfPe tiw Building Department curb utfprlypermlt 212 Main Street Sswer4b 0, c Avallablilty SEP "4 2014 Room 100 Watwwso AvalleblHty' orthampton, MA 01060 Twoa s its of S tctr l ins 4 3-587-1240 Fax 413-587-1272 PlottSite l� Electric, Plumbing&Gas nspections Northampton, MA 01060 Other Spe* „- 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 84 Pine Street Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Jim Mueller 84 Pine Street,Florence,MA 01062 Name(Print) Current Mailing Address: see signed authorization form attached 413-320-6154 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba D(,;o 32 t/ 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) J/ Current Mailing Address: 860-535-3370 Signature °E Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 2,000 (a)Building Permit Fee 2. Electrical 10,000 (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) 12,000 1 Check Number d This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0253 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370() PROPERTY LOCATION 84 PINE ST MAP 23A PARCEL 155 001 ZONE URB000)/ 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 2.2 KW ROOF MOUNTED SOLAR SYSTEM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: - Owner/Statement or License 101487 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: rpproved 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 De lit' Signa of Building ficial 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 PINE ST BP-2015-0253 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23A- 155 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0253 Project# JS-2015-000477 Est. Cost: $12000.00 Fee: $72.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 101487 Lot Size(sq. ft.): 9321.84 Owner: MUELLER JAMES E& SUSAN SPRUNG Zoning-: URB(100)/ Applicant: REAL GOODS SOLAR INC AT: 84 PINE ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.91512014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 2.2 KW ROOF MOUNTED SOLAR SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/5/2014 0:00:00 $72.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner