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23C-018 (2) AV FOR CONSTRUCTION Ground WEEB& Module Clip Unirac Solarmount U ��acK Bracket w!L-foot Moro " S�(d Module(TYP) — ' F-201 Mini 32 Taugwonk Spur,Al2 Stonnton,CT 06378 P`vs ��gatiedoe�\ Flat Corrugated Metal , - Phone(860)35 3370 G °t C 4"O C. #14 SSTL Screw, 3" Fax(413)683-2225 F�a� May need to install blocking to 2�N O G GRID-TIED X6'R avoid denting metal roof. ens @ PHOTOVOLTAIC SYSTEM 2 X6 3.850kW DC @ STC SULLIVAN, MICHAEL 110 NONOTUCK STREET Attachment Detail FLORENCE, MA 01062 Project# 10220398 1 Attachment Profile Scale: 1" = 1'-0" DESIGNER DKN REVIEWER: RW VERSION DATE. 2014-10-10 26"Max 26" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes TM ,� 7. Roof " Attachment 3 u. Anchors located 4 on alternate roof framing members „ 1 Stagger splice locations Min of 2 supports I within the each row of modules on either side of splice 48 Max with a max spacing of 78" Anchor Spacin SolarMount Rail p g 3 Sta ered Attachment Detail T 4 Rail S lice Detail °_ NTS NTS X 0 CD v m co WEEBLug SS Washer Q Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail SS Bolt Nib ° m Unirac UGC-1 SS Flat SS Bolt Washer ""`E 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: 259.1 W Total Photovoltaic Dead Load: 3.21 psf . ,, Array Weight: 831.2 Ibs Avg, Dead Load per Anchor: 29.7 Ibs Anchor Qty.: 28 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Phone(860)535-3370 Max. UniRac Rail Span: 78 in. O.C. 78 in. O.C. 78 in. O.C.Fax(413)683-2225 ............................................... . Max. UniRac Rail Cantilever: 26 in. O.C. 26 in. O.C. 26 in. O.C. — ...................................................... ...I—.................... Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. GRID-TIED ........................... ........................... ........................... P'HOTOVOLTAIC SYSTEM Downforce Point Load: 290.6 Ibs 290.6 Ibs 290.6 Ibs ........................... ........................... ........................... Uplift Point Load: -186.9 Ibs -186.9 Ibs -149.7 Ibs 3.850kW DC @ STC Minimum Anchor Strength: 707 Ibs SULLIVAN, MICHAEL Average Safety Factor: 4.32 110 NONOTUCK STREET FLORENCE, MA 01062 Project# 10220398 27'-6" DESIGNER: DKN REVIEWER: RW VERSION DATE. 2014-10-10 Lo 170 2 REVISIONS 23'-6" # By Date Notes 1 2 3 II' 121;1 I: I 1 .I s r X m m 3 N a • Total Quantity of Attachments=28 • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Simple Seal SIM-F-201-Mini attached with 5/16"x 3-1/8"GRK RSS Structural Screw w/Climateks x�E 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, Pub 110616-1cc, June 2011 w E • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be PV—A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. S FOR CONSTRUCTION ,d 32 Taugwonk Spur,Al2 • Stonginton,CT 06378 ' Phone(860)535-3370 Fax(413)683-2225 :. GRID-TIED Q'. PHOTOVOLTAIC SYSTEM (E) Driveway ° 3.8501kW DC @ STC e d SULLIVAN, MICHAEL A ° (N) PV Array: 110 NONOTUCK STREET d, d " 14 Solarworld Plus SW 275 Mono Black Modules FLORENCE, MA 01062 ' . °.d 14 Enphase Energy M250-60-2LL-S22 Micro-Inverters Project# 10220398 • '• ' A Flat Corrugated Metal Roof ° ° 2"X 6" Rafters @ 24"O.C. DESIGNER: DKN Pitch:45° REVIEWER: RW Azimuth:180' VERSION DATE. 2014-10-10 REVISIONS ° # By Date Notes (E)Accessory Building 2 ° 3 ..°. d 4 0 a d e, d Equipment Location: Exterior (E) Utilty Meter ° A Equipment Location: Interior ° _ $ e Equipment Location: Exterior Bam (E) Main Service Panel- POI ° . a (N) PV AC Disconnect N (N) Fused PV AC Disconnect ° a ° (N) PV Production Meter/Monitor c d X ° 0 ro a m m 3 lL Z Z Q (N) PVC Trench-18" Below Grade(-125') m 0 N O 1..=25' N SITE PLAN (E)Single Family Dwelling W E PV-A01 S FOR CONSTRUCTION City of Northampton Building Depadment Grid-Tied Photovoltaic System Plan Review 21 2 (V{a!n Street '4' DC Rating: 3.850 kW Northam ton, MA 01060 Sullivan, Michael / _ 32TaugwonkSpur,Al2 110 Nonotuck Street Stonginton,CT 06378 Florence, MA 01062 Phone(860)535-3370 Fax(413)683-2225 Jurisdiction: City of Northampton GRID-TIED Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 3.850kW DC c@ STC Scope of Work: General Notes: PV-000 COVER SULLIVAN, MICHAEL RGS Energy shall install a 3.850 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 110 NONOTUCK STREET totaling(14) Solarworld Plus SW 275 Mono Black Modules with(14) Enphase Of Northampton. 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 City of PV-A02 MODULE LAYOUT Project# 10220398 mounted on the flat corrugated metal roof and interconnected via supply side Northampton. PV-A03 DETAILS tap. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, DESIGNER DKN No time on Sunday or legal Holidays. PV-A04 MATERIALS REVIEWER: RW 4. Product Data Sheets shall be included. VERSIONDATE. 2014-10-10 Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM Module: (14)Solarworld Plus SW 275 Mono Black licensed contractor. PV-E02 SYSTEM CALCS REVISIONS Inverter 1: (14) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized Racking: UniRac SolarMount PV-G01 SIGNAGE # By Date Notes laboratory. Attachment Flashing: Eco-Fasten Simple Seal SIM-F-201-Mini 7. Certifications shall include UL1703, IEC61646, IEC61730. 8. A continuous ground shall be provided for the Array and for all 2 Photovoltaic Equipment. 3 9. DC Wiring shall be run in metal conduit or raceways within enclosed 4 Roof Specifications: spaces in a building. a Roof 1: 10. Conduit, Wire systems and Raceways shall be located as close as e a Flat Corrugated Metal possible to ridges, hips, and outside walls. (Single Layer) 11. Conduit between Sub Arrays and to DC combiners/Disconnects shall 2"x 6" Rafters @ use guidelines that minimize the total amount of conduit by taking the 24"O.C. shortest path. Pitch: 45° 1 Azimuth: 180° 12. Space Requirements for electrical equipment shall comply with NEC Array Size: 14 Modules Article 110. s 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: C opening and are required to be marked"Do not disconnect under m Mean Roof Height: 25 ft load"or"Not for current interrupting", per 690.33(c)&(e). Ground Snow Load: 40 PSF (Reducible) 15. All signage to be placed in accordance with local building code. m Adj. Roof Snow Load: 12.8 PSF 16. Signs or Directories shall be attached to the electrical equipment or I located adjacent to the identified equipment. ui All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. 18. Any plaques shall be metal or plastic with engraved or machine }? 2014 National Electrical Code(NEC) �* 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. �„ , ` v c 9 (IBC) 2012 International Fire Code(IFC) 1 r . u r c 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) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other ., € e Structures oa COVER As amended and adopted by City of Northampton >ti rip 13 W PV-000 1 , � s i T t y Simple Seal — Product Guide Installation Instructions t 3 _ .� ,lam t i is r 1 i f � i I a • r f E _ r a V 1 2 3 Instructions " * For detailed product illustration and required tools,see previous page. Z DT ' ` 1. The cone shaped bushing is black in color and is packaged with the compression ,. bracket.Insert this bushing into the bracket prior to installation.To do this, insert the tip of the cone in to the corresponding shape in the bottom of the compression bracket.The ridge around the tip of the cone will hold the bushing in place until the bracket is installed. 2. Place the compression bracket on roof surface above a supporting structural component,ensuring that the bushing sits flat against the roof surface. 3. Place a bonded EPDM/stainless steel washer over the exposed portion of the £: f bushing,EPDM side down. 4. Insert the fastener that has been pre approved for the project through the bonded washer and the bushing. 4 5 5. Tighten fastener until bracket is pulled down snug to the roof surface.The tension required will vary with the project roof deck,age,and type.Be sure not to over tighten the fasteners and strip the threads. Consult an engineer or go to www.ecofastensolar.com for engineering data. 87,-9,5q-3N7 Cei" i. ted tc the Succc, .f�Q'fl eS�.,,_Enegy -EL Fasten SJ ar ;1!I_,r- t cr�tect2d _or,,r.gh.t.All Ll his reserveC ^3, 3! Simple Seal — Product Guide Exploded Product View, Bill of Materials Materials Needed for Assembly Item No. Description of Material/Part Quantity 1 Simple Seal Bushing 1 2 L-102-3"Bracket*(other options available) 1 } € ' � 3 5/16" EPDM Bonded 304-18.8 SS Washer 1 IV 4 Fastener(to be determined) 1 Required Tools A 3. -.c-j�1 'r3f, l-e-I ,tr . ppC, r R,—, ?bli E,,;3r,y -F�s',. �ciar A.,!! r— -L ?ed cc)Cy,qFt AH nghts—sere- ,:�1 G Simple Seal PR000CT GUIDE Exploded Product View/B.O.M.- 1 ji Installation Instructions—2 °y Cutsheets-3 Specifications—4 Test Data—5 Of Price List—6 SO, MILAWN&i J i tom+ 3 f D�4 aC>EcoFasten Solar OVA www.ecofastensolar.com ::5UNIRA . - . . , , - - 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 SLOT FOR T-BOLT OR 1.728 14" HEX HEAD SCREW V4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR O 3 " HEX BOLT SLOT FOR 1.385 HEX BOLT .387 .750 1207. Y Y 1.875 A A 1w •X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted SOLARMOUNT Technical Dat. - - Canna 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 3/a'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 X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance 3[SCOT FOP Direction Ultimate Allowable Load Factor, Load Factor, w�awux Ibs(N) Ibs(N) FS Ibs(N) 4) 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 I Compression,Y- 3258(14492) 1 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 1 0.664 a SOLARMOUm Technical . . . - - SPOUNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D ,4 Mid clamp material: One of the following extruded aluminum Mid la rrae N Bolt alloys:6005-T5, 6105-T5, 6061-T6 Clamp ` ... Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs(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 W-20 T-bolt and one W-20 ASTM F594 serrated flange nut Seem Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1 Direction Ultimate Load Factor, Load Factor, BC?WEpN X001AE5 Ibs(N) Ibs(N) FS lbs(N) (1) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229( 2.27 346(1539) 0.665 Sliding,X± 1194(5312) 490(2179) 2.44 1 741 (3295) 0.620 W 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 of Ultimate tensile: 38ksi,Yield:35 ksi -' Finish: Clear or Dark Anodized -- End clamp weight: varies based on height: —0.058 lbs (26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one'/<"-20 ASTM F594 Bea serrated flange nut ,-' Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam �X Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) (1) Vol", w rw Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 T"`crams Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r Dimensions specifedin-inches unless-noted Sliding,X± 142(630) 1 52(231) 1 2.72 79(349) 1 0.555 SOLARMOUNT Technical . . . - - dowUNIRAC SolarMount Technical Datasheet Pub 110818-1 td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden..s 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%"-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) m r� ,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 r-x Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a Sunmodule;,,/p/Lis SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)` PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pm, 275 Wp Maximum power p— 203.1 Wp Open circuit voltage V 39.4 V Open circuit voltage V 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current I m 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/ml,100% 1)Measuring tolerance(h._)traceable to TLIV Rheinland. 2%(1 UV Power Controlled). ('/-2%)ofthe STC efficiency(1000W/m')isachieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cells per module 60 NOCT 48°C Cell type Mono crystalline TC l" 0.04%/-C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC von -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/m2 - - -- - - Maximum system voltage SC 11 1000 V - 800 W/m' Max.system voltage USA NEC 600 V Maximum reverse current 16 A Number of bypass diodes 3 600 W/mz d UL Design Loads` Two rail system 113 psf downward g _ 64 psf upward 400 W/m' o UL Design Loads' Three rail system 170 psf downward 64 psf upward 200 W/m= 113 psf downward IEC Design Loads` Two rail system 100 W/m2 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with - - -- --, - these load cases. Module wltage M V. ADDITIONAL DATA -=L-x4 37.44(951) Powersorting' -0 Wp/+5 Wp J-Box I P65 Module leads PV wire per UL4703 with MC4 connectors 1133(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 r ♦Grounding Locations: n 4 corners ofthe frame 4locations along the length ofthe module in the extended flanget 1.34 34 �x4 _ 4.20(107)t 1.22(31) 39-41(1001) tAll 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 0 3�,tl.tuv.eo'i TUV Power controlled: TOVRh.1M'd Lowest measuring tolerance in industry 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 J Glass with anti-reflective coating J World-class quality ••'"" O.isltMd.IEC 614te A � •q,vnnnte mel+t.nr:. Fully-automated production lines and seamless monitoring of the process and material ovE Ptl dbaM,lEC •rerwdm m•wrnon �m�n.,..� ow..eq�m.a�ied, ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting RoRM���F ns�� Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that 5A` r�mrowirnic vaooucr G 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 ,,, CE SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of [ Certified 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-corn/warranty SOLARWORLD solarworld.com We turn sunlight into power. October 13, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Sulivan Residence, 110 Nonotuck St., Florence, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Barn Roof I (flat corrugated metal): 2" x 6"rafters at 24" c-c, having rafter span distance 12'-11",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 with Eco-Fasten Simple Seal SIM-F-201-Mini with supports at 48"max. spacing and securely fastened with #14 x 3"SSTL screws 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. C 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. 4 k- Sincerely, James A. Marx, Jr. Professional Engineer MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc: RGS Energy RGS y ` Property Owner Consent Form Owner: Address: 1 1 0 Town: State: IVY Pc Zip: b106 �. Phone: 13 . 9rc. Sig 3 I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar x installation on my property. S I F Property Owner Date 0 31 l r+ugwonk Spur.A 12.Stonrngton.CT 06378 tel 100 535 3370 i fa.4 i i(83.222-5 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street 10 Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lesibly 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.Q I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. E]Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.] t employees. [No workers' 13.H 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: 110 Nonotuck 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 un(er the pW*ns andpenalties ofperjury that the information provided above is true and correct. Signature: 41 Date: 21 I Phone#: (860)535-3370 Official use only. Do not write in this area,to be completed by city or town officiat 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 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phil Smith 108025 License Number 9 Briggs St t, Easthampton, MA 01027 4/22/18 s Expiration Date 413-977-9593 gnatu a Telephone 9.Restlstered 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 n � 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....... 04 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 D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [C] Siding[0] Other[EI] solar Brief Description of Proposed Work: Installation of a 3.85kW roof mounted solar array using 14 SolarWorld SW275 Mono modules.14 Enphase M250-60-21-1.-S22 micro inverters&all associated ciceincal 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 I Michael Sullivan 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 I&H 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 Name l Signature of Owner/Agent Dat Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW Q YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW © YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO 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 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. { Department use only City of Northampton Status of Permit; i Building Department Curb Cut(Driveway Permit j �� 8 20i4 212 Main Street Sewer/SeptleAvail lity Room 100 Water/Well Ava#abigty N rthampton, MA 01060 Two Sets of Structural Plans Electric,Plumbing&Ga gwgti -587-1240 Fax 413-587-1272 Plot/Site Plans-: Northampton,MA 1M 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 110 Nonotuck Street Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Michael Sullivan 110 Nonotuck Street,Florence,MA 01062 Name(Print) Current Mailing Address: see signed authorization form attached 413-586-5113 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba 11 ir) 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com leted by ermit applicant 1. Building 5,000 (a)Building Permit Fee 2. Electrical 21,000 (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) 26,000 Check Number This Section For Official Use Only Building Permit Number. Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0491 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 110 NONOTUCK ST MAP 23C PARCEL 018 001 ZONE URB000Z THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out r4a 44 4t4 ikq i Fee Paid Typeof Construction: INSTALLATION OF A 3.85 KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existinp- 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 INFO ION PRESENTED: L,.-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 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 it Signature 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. 110 NONOTUCK ST BP-2015-0491 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23C-018 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-2015-0491 Project# JS-2015-000906 Est. Cost: $26000.00 Fee: $156.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sg. ft.): 10497.96 Owner: SULLIVAN MICHAEL E&MARTHA S JENKINS Zoning: URB(100)/ Applicant: REAL GOODS SOLAR INC AT. 110 NONOTUCK ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.10/29/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLATION OF A 3.85 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 10/29/2014 0:00:00 $156.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner