Loading...
24D-192 (5) FOR CONSTRUCTION Ground WEEB& 7'0 Module Clamp Unirac Solarmount Pfl5 Og' Rail w/L-foot 32 Taugwonk Spur,Al2 \SM- Green Fasten Flashing: Stonginton,CT 06378 ECO-GF1-BLK-812 With Phone(860)535-3370 dGomp s @ Module(TYP.) ECO CP-SQ Compression Bracket Fax(413)683-2225 ra\ abet Ns' c ou9�CMG Rooftop -------- 5/16"x 3.5"S.S. Lag Bolt GRID-TIED X6 R 24 O• eCS w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2 Rai Sealed w/Approved Sealant u9r-GuG 5.25kW DC @ STC Xg"R° 2�"O' APOLINARIO,JILL 2 @ 4 WARFIELD PLACE NORTHAMPTON, MA 01060 Project# 10135017 1 Attachment Profile Attachment Detail DESIGNER: DKN REVIEWER: CR VERSION DATE. 2015-01-14 20"Max 20"Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes �"r I 1 CR 7/2212014 New Collar Ties x w w w Roof ; 2 KML 111412015 Replace CS wlrrina Mods Will Attachment s r I'rr r r rr r a Anchors located " j;; ;; ;; j 5 on alternate roof o framing members „ ,r Stagger splice locations Min of 2 supports — - — -- - J` --- - So�arM within the each row of modules on either side of splice 24Max " L Anchor Spacin ount Rail with a max spacing of 60" 3 Sta ered Attachment Detail T 4 Rail S lice Detail °_ NTS NTS X °o Ground WEEB& m Module Clamp s U3 Module Frame Unirac Solarmount a SS Bolt Bracket w/L-Foot ,= Module(TYP.) (Long Side Down) Nib 1-5/8"Sq. UniStrut Slotted Channel N Unirac UGC-1 Rooftop Green Fasten Flashing: p ECO-GF1-BLK-812 With ECO-CP-SQ Compression Bracket& VARIES 5/16"x 3.5"S.S. Lag Bolt Unirac Rail w/2"Minimum Penetration Sealed w/Approved Sealant DETAILS 5 Groundin Cii & Module G Landsca a Module Detail Scale: N.T.S. 6 PU_A43 FOR CONSTRUCTION 30'-3" c 'oe 11'-1" Landscape Modules Require Vertical Rails and Unistrut Sub-Frame Landscape Modules Require 3" Gap 32 Taugwonk Spur,Al2 Stonginton,CT 06378 Phone(860)535-3370 - Fax(413)683-2225 GRID-TIED f PHOTOVOLTAIC SYSTEM -- -- -- — __ --- --- -- - 5.25kW DC @ STC �! —? APOLINARIO,JILL w ' � 4 WARFIELD PLACE E 17'-5" NORTHAMPTON, MA 01060 4 14'-7" Project# 10135017 S ---- -,I DESIGNER: DKN REVIE4MER CR vERSIONDArE 2015-01-14 REVISIONS # By Date Notes , ------ .. _.-,---- --------- ---.-. �— - ------ `--__ ---- -------__'. _-----_ .. ------ -_---- 1 CR 7/22/2014 New Collar Ties 2 KML 1/14/2015 Replace CS w/rrina Mods 33'-7" 3 6" 4 5 35' 0 n PV ARRAY 1 - MECHANICAL LOADS Array Area: 379.3 ftz Total Photovoltaic Dead Load: 3.04 psf (N)Collar Ties-2x8 DF#2, 11'long at every other rafter and/or at rafters that support L-Feet Anchors.Attach Collar Ties with 4- 10d commons to s Array Weight: 1154.1 Ibs Avg. Dead Load per Anchor: 14.1 Ibs rafters[3"x0.148"]or 5-3"x0.131"nails pre-drilling where necessary to o Anchor Qty.: 82 prevent splitting&slope cut to allow for tight fit/best edge distance. 0 0 Design Values by Roof Zone: Corner Egde Interior Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. / Max. UniRac Rail Cantilever: 20 in. O.C. 20 in. O.C. 20 in. O.C. (N)PV Array ""' ' ' """ """" '"".........""' ""' ' ' 21 Trina Solar TSM-250PA05.08 Modules m Adjusted Anchor Span: 24 in. O.C. 24 in. O.C. 24 in. O.C. = ................... ................................................. . / LL Downforce Point Load: 198.6 Ibs 198.6 Ibs 198.6 Ibs ........................... ...................................................... Q Uplift Point Load: _g0.2 Ibs -80.2 Ibs -67.2 Ibs Minimum Anchor Strength: 707 Ibs (E)Asphalt/Comp. Shingle Roof (E)2"X 6"Rough-Cut Average Safety Factor: 981 Pitch:33' / Azimuth:177' - Rafters @ 24"O.C. s • Total Quantity of Attachments=82 • Roof Zones are defined by dimension, a=3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span (E) Rafter Ties • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5/16"x 3-1/2"Lag Bolt, Hex Head, 18-8 SSs �F 3116"= 1'-0" • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when (E)Outer Load Bearing Wall using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. 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 110616-1 cc,June 2011 Reinforcement Detail • 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. Scale: 1/4" = 1'-0" V FOR CONSTRUCTION (' .G :32 Taugwonk Spur,Al2 Stonginton,CT 06378 Equipment Location: Exterior Phone(860)535-3370 (E) Utilty Meter Fax(413)683-2225 (N) PV Production Meter/Monitor GRID-TIED (N) PV AC Combiner Panel PH0T0VOLTAIC SYSTEM Equipment Location: Interior Basement (E) Main Service Panel- POI 5.25kW DC STC (N) Fused PV AC Disconnect APOLINARIO,JILL 4 WARFIELD PLACE NORTHAMPTON, MA 01060 )Project# 10135017 c, is Place ate•'_ ! DESIGNER: DKN REVIEWER: CR a a•a a• 4 VERSION DATE. 2015-0 1-14 REVISIONS tea-jl�' 1 # By Date Notes ��.•�' '• • ,•.'_ ` 1 CR 7122/2014 New Collar Ties as a ti '• 1 2 KML 1/14/2015 Replace CS w/Tdna Mods aa• d: no e: 1 1 .• .4• .• � 1 4 1 (E) Driveway .. 5 1 .� s j d' � 1 1 1 v 1 S 1 1 1 1 (E) Property Line (E)Single Family Dwelling 1 U. 1 m � v J m 1 aa.a a.aa. a.aa 05 Z a a (N) PV Array: s 21 Trina Solar TSM-250PA05.08 Modules 21 Enphase Energy M215-60-2LL-S22-IG Micro-Inverters Asphalt/Comp. Shingle Roof E 2"X 6" Rough-Cut Rafters @ 24"O.C. 1116"= 1'-0" Pitch:33° Azimuth:177' N SITE PLAN 11�& W E TV PV-A01 S City of Northampton Building BeMl"eNi FOR CONSTRUCTION Plan Review ; Grid-Tied Photovoltaic System No pon Street Y RGS DC Rating: 5.25 kW ' A olinario, Jill p 32 Taugwonk Spur,Al2 4 Warfield Place Stonginton,CT 06378 Northampton, MA 01060 Phone*1040 (4183)683-222S 535-3370 Jurisdiction: Town of Northampton GRID-TIED Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 5.25kW DC @ STC Scope of Work: General Notes: PV-000 COVER APOLINARIO,JILL RGS Energy shall install a 5.25 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the PV-A01 SITE PLAN 4 WARFIELD PLACE totaling(21)Trina Solar TSM-250PA05.08 Modules with(21) Enphase Energy Town Of Northampton. NORTHAMPTON, MA 01060 M215-60-2LL-S22-IG Micro- Inverter(s). The Modules shall be flush mounted 2. All projects will comply with the Ordinances of the Town of PV-A02 MODULE LAYOUT Project# 10135017 on the asphalt/comp. shingle roof and interconnected via supply side tap. Northampton. PV-A03 DETAILS DESIGNER: DKN 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, No time on Sunday or legal Holidays. PV-A04 MATERIALS REVIEWER CR 4. Product Data Sheets shall be included. VERSION DATE 2015-01-14 Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM Module: (21)Trina Solar TSM-250PA05.0$ REVISIONS Inverter 1: (21) Enphase Energy M215-60-2LL-S22-IG licensed contractor. PV-E02 SYSTEM CALCS Racking: UniRac SolarMount 6. All Photovoltaic modules shall be tested and listed by a recognized laboratory. PV-G01 SIGNAGE # By Date Notes Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730. , cR 712212014 NewcogarTies CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground shall be provided for the Array and for all 2 KNIL 1/14/2015 Replace CS wrrrins Mods Photovoltaic Equipment. 3 9. DC Wiring shall be run in metal conduit or raceways within enclosed 4 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. N (Single Layer) 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 2"x 6"Rough-Cut use guidelines that minimize the total amount of conduit by taking the Rafters @ 24"O.C. shortest path. Pitch: 33° 1 Azimuth: 177° 12. Space Requirements for electrical equipment shall comply with NEC Array Size: 21 Modules Article 110. r 13. Equipment grounding shall be sized in accordance with Table s Site Specifications: 250.122. Occupancy: II 14. Connectors that are not readily accessible and that are used in the X circuits operating at or over 30V AC or DC shall require a tool for Design Wind Speed: 90 MPH Exposure Category: B 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. Adj. Roof Snow Load: 30.8 PSF 16. Signs or Directories shall be attached to the electrical equipment or r 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. 2014 National Electrical Cod (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. P �.,, 4N �� a ` 2012 International Fire Code(IFC) s sY` '" 2012 Uniform Mechanical Code(UMC) .MRS 2012 Uniform Plumbing Code(UPC) MA 780 CMR, 8th Edition 01 -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) - N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures CID COVER As amended and adopted by Town of Northampton g s _ F T fey PV-000 • ' • X08 U I 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 !/4" HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 -T SLOT FOR 0 38 1.385 "HEX BOLT SLOT FOR 3/8" HEX BOLT .387 11-1L .750 1.207 Y Y --1.875 A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted X88 U I 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 y Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:—0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot 0 For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange 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 A NOTE: Loads are given for the L-Foot to beam connection only; be W.X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) to ' 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 Dat. - - UFUNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum rra "�.. Bolt alloys:6005-T5,6105-T5,6061-T6 Mid la e N 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 A." 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 Y."-20 T-bolt and one'/<"-20 ASTM F594 serrated flange nut Beam 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 z,00DWAWf Direction Ultimate Load Factor, Load Factor, tlE71NEEEM HODtAfS lbs(N) lbs(N) FS lbs(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 Y Sliding,X± 1 1194(5312) 1 490(2179) 1 2.44 1 741 (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 o 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 1/<"-20 T-bolt and one'/"-20 ASTM F594 Bea serrated flange nut .f' 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 [AS accredited laboratory A Modules must be installed at least 1.5 in from either end of a beam rx ..x Applied Load Average Allowable Safety Design Resistance 7 Direction Ultimate Load Factor, Loads Factor, ' lbs(N) lbs(N) FS lbs(N) m KWHT i r Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 HODIAf Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 f Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted SOLARMoum Technical Datasheets Co 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 ;Nut (hidden..s alloys:6005-T5,6105-T5,6061-T6 Up Clip a., 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) 4) 1?4 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 J .- i.oe X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a tF A GREENFASTENT" PRODUCT GUIDE - GF-I American Wood Council Lag Bolt Pull-Out Values � t i It s Rj y 1T(r� I 1 --, Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Lag screw specifications Specific s 5/16"shaft* t f Gravity per inch thread depth v Douglas Fir,Larch .50 266 j� k `_` a Douglas Fir,South .46 235 �� c Engelmann Spruce,lodgepole Pine 46 235 �'g ! (MSR 1650 f&higher)tv tk Hem,Fir,Redwod (close grain) 43 212 � j � Hem,Fir(North) .46 235 r Southern Pine 55 307 Thread " Depth tjA Spruce,Pine,Fir 42 205 Spruce,Pine,Fir .50 266 141 - v � (E of 2 million PSI and higher t f, o grades of MSR and MEL) r� v- 3 ,x m r C 4 n r eg 4 p ." LL o w ©Ecofasten Solar':All content protected under copyright All rights reserved. 02116111 Sec.6-1 T � _ i 1 f S r GREENFASTENTM PRODUCT GUIDE - GF-I Specifications �y �€ PART I — GENERAL (may pp y 1.3 SUBMITTAL B. Fasteners ma be supplied b others)to be A. Submit manufacturer's written specifications. compatible with chosen roof application and t I ,+ I.I SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load A. WORK INCLUDES C. Submit installation instructions. test data. t I. GreenFasten solar attachment bracket that a D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed attaches direct) to the roof deck. }I y ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners f for the roof system. D. Bushing is EPDM. v, 1.4 QUALITYASSURANCE F B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless `£ and EPDM. I.Section 07600:Flashing and Sheet Metal specified roofing material and snowguards for no less 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 x 4.Division7:Therma Inspect upon very. l and Moisture Protection It material deli Notify manufacturer } ti B. Base flashing(choose one) 6; fr within 24 hours of any missing or defective items.Keep F P; _ ' 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. 1.Mill Finish A. COMPONENTS: 2.Black-kynar painted 't f j UJ 1. GreenFasten system consists of aluminum PART 2 - PRODUCTS ' '+`; flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted JJ N, bonded stainless steel and EPDM washer. 2.1 MANUFACTURER 2. Fasteners PART 3 - EXECUTION a EcoFasten Solar° {t ' o A.To be of metal compatible with aluminum 289 Harrel St.Morrisville,VT 05661 3 � o GreenFasten components. (877) 859-3947 3.1 EXAMINATION u B.Fasteners should be selected for qq www.ecofastensolarcom. A. Substrate:Inspect structure on which brackets t S ? 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 s g to that of the allowable load of the system. " I; A. Attachment Bracket General Contractor of any deficiencies before r v See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. �` 3. Sealant(if required by roof manufacturer): B. Verify that roofing material has been installed E to be roof manufacturer approved. F-III 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 A. Comply with architectural drawings and ' � ° I. Bracket spacing to be recommended by 5. CP SQ project engineer's recommendations for location { n, project engineer. 6. SL-102-6" of system.Comply with Manufacturer's written xg 2. Install a minimum of one fastener assembly 7. Z 101 installation instructions for installation and layout. r . f a # i �{ i 3. It is important to design new structures or 8• Custom assess existing structures to make sure that o they can withstand retained loads. w rD EcoFasten SolaOD All content protected under copyright All righu reserved.02116111 Sec.5-1 p s Ut E GREENFASTENT" PRODUCT GUIDE - GF-I Bracket Options - CP-SQ 378 .008 ; vla Y F i g - 2.000-.02-5 � t o q �t � -N A 2.000 .025 Tj 3 C? ,' $g co If V 0 s� a v' .87J ,O 10 X 82 NEAR SIDE iu U- n o L1J Compression Plate 2" X 2" Mill Aluminum C EcoFasten Solace Alt content protected under copyright All rights reserved. 02/16111 Sec.4-4 GREENFASTENT PRODUCT GUIDE - GF-I `# GFI- L 812 `P ; 1 r K p 8.0,0 J v R ►- -...__.-. .3R --- i"', "' - .032 fil __..._ i f � Q1 0 1v 12.00- .12 5 Ni�a� ......�..r... w _tD 3.0 .125 o 4.00- .125 ---+ .26 r.01 ,► — vp Ln co x { #3Y Finish Options BLK= Matte Black 0 BRZ = Medium Bronze MILL= Mill Finish —- -—--------- ----- ---- --- ------- -- - - -- --- -- --- -— -- -- - ..— -- ---- -- G EcoFasten SolorO All Content protected under copyr;&All rights reserved 02,'16!11 See.4-2 P" �S '� �� .: GREENFASTEN`M PRODUCT GUIDE — GF-I Exploded Product View X i t Q e "t i 1 . al v 3N t 4 ;4 VIN X v IdA s ' Nif MY 01 m _ A, vv co s M i , (O s O x � O w *Note:Numbers correspond with B.O.M,Sec.3-1 O 6ccFasten Solar'All content protected under copyright All rights reserved.02/16'11 Sec.(- 01 W °` V1 r •,, [ t ` z }k t # c k "' as too a i ;f {, q} fl e ( .r 'fix z 9 3 s Tw Iff9pf!41077r -gulp is „;,..., j. . ,r 3-, e}a'":" � P � � , „ ( r , ( � . i r ; ryF, } ( } e alms Yf Y, E 1...upon-, t Y. f f 4:”, d "':S j }i 1F l.u .:� �''�3 �r r `, q `:Si e t Ss x ,1 n t 'it # `} _t '. t ;,#.r i � f } A^ 'i { # { %t }._ A fit. ,44 #, t .d-. ii .,. 4 `� ! . °,.,.. .{{...,. £;,... is , ,t`' } �:P a, �# -15,,e d :;3 ""a, .t.. } £ ,- $t ,t. .f' C fi"[7 6E 1. sEr t �rS, q- s � s p f ;¢ " ..., ... TUC � ?�` € IF: �"f E(r.: ., r ,..—nano..,,, -a.,:.. � , . ...,,.> e }�. ,. i= .. z W. ,.,,..- mull a r,. a. 4 r }', C �_. , ` ' 1 . icp phs * $s zip} #.- $P5 £t I }' '# #F >r F i € ;, ° ,u z :r �7ok,",,`LA1'0�YCa,ues E,il tY i ajtt A 1 >;'VON 4! >• 1 ., A E is i : k .r4'Z W.+7. Ee SF 9 7 P ice0 Ft { Ffl Alf it x } � ro" $ ( ;f ,Ian 1 t ILYARWAY VAT No t ' [ y � �t t IRS" � t I it �{i lip .111 0 Itf 1 2 FF # f }i I,ri y 1'' $ $ t P t vY { } W J r1: V1,¢ N # ; t, i qt} '*pt 51 , 'a 't € }a f hall Al t dd i ' pup!L t !a y ii i Sf s i y �' 3 ;€ af { j tt� Wk low s �� I, }; }Sa I t 3 $ qj f ,,n a # 1�.#• �.e-�irG.#...1`s"k € dP. , 10 1 'CUP i 1134111p; i f t f r'l i 10 t" ... : � -,1.0 t � S d ` IV , HINT $ 4 ,{i t.BUT!: # ! } J. v j i }t } j 1 ,j TAO t i ,R 147, �E }i. s ..zs .. {{ .!k 'r.... -_. -!a. i , .;. e, e '}- z 'i I, .};'t, r' .: .1 '} ' too F i { i+ =t r r-, .t S! .r I:, ,,t <, ;# " ;.p i 1;'3 iii ti p..r { i ': t' } r F. i j, } .1' 1 jay}'!, 1. �,. iiY .t: �i 1 :( i , {i,- .}'` } i Irl s-0 '.� E� _{ � ,,,;..# #I 1 E. rr � � " � $ ,s r� 4+s rr oil I :��`t6, !AJIN Comy�a�fitted to the Suppor 'i(Renewable Energy E f TSM-PC05.08 / TSM-PA05.08 THE UNIVERSAL SOLUTION DIMENSIONS OF PV MODULE TSM-PC/PA 05.08 ELECTRICAL DATA C0 SIC TSM-230 TSM-235 TSM-240 TSM-245 TSM-250 941mm PC/PA05.08 PC/PA05.08 PC/PA05.08 PC/PA05.08 PC(PA05.08 Peak Power Watts-Peens(Wp) 230 235 240 245 250 Power Output Tolerance-Peens(%) 0/+3 0/+3 0/+3 0/+3 0/+3 Maximum Power Vo"oge-Veer(V) 29.8 30.1 30.4 30.7 30.5 ° Maximum PowerCurrent-Lerr(A) 7.72 7,81 7.89 7.98 8.20 == Open Circuit Voltage-Voc(V) 37.0 37.1 37.2 37.3 37.8 Short Circuit Current-Isc(A) 8.26 8.31 8.37 8.47 8.90 Module Efficiency rlm(%) 14.1 14.4 14.7 15.0 15.3 E - Values at Standard Test Conditions STC(Air Mass AM1.5,Irradiance 1000W/m',Cell Temperature 25°C). ELECTRICAL DATA rs,NOCT TSM-230 TSM-235 TSM-240 TSM-245 TSM-250 PC/PA05.08 PC/PA05.08 PC/PA05.08 PC/PA05.08 PC/PA05 08 Maximum Power(W) 168 172 175 178 183 A A Maximum Power Voltage(V) 27.1 27.4 27.7 27.8 27,7 Maximum Power Current(A) 6.20 6.27 6.32 6.41 6.62 7;12�ml W Open Circuit Voltage(V) 33.9 34.0 34.1 34.2 34.8 Short Circuit Current(A) 6.68 6.70 6.75 6.83 7.20 Back View NOCT:Irradiance at 800W/m',Ambient Temperature 20°C,Wind Speed 1M/s. MECHANICAL DATA E EE Solar cells Multicrystalline 156 x 156mm(6 inches) 'R�r( Cell orientation 60 cells(6 x 10) Module dimension 1650 x 992 x 40mm(64.95 x 39.05 x 1.57 inches) 40mm A-A Weight 19.5kg(43.0[b) Glass High tronsparancy solar glass 3.2mm(0.13 inches) Frame Anodized aluminium alloy J-Box IP 65 rated I-V CURVES OF PV MODULE TSM-230 PC/PA 05.08 Cables/Connector Photovoltaic Technology cable 4.Omm2(0.006 inches2), 9.. looDW/,rj2 1000mm(39.4 inches),MC4 80D 7m 80DW m2 doow/m2 TEMPERATURE RATINGS MAXIMUM RATINGS 5?° t4- Nominal Operating Cell 46-C(±2-C) Operational Temperature -40-+850C 2 Temperature(NOCT) U 300 2"An" Maximum System 1000V DC(IEC)/ Temperature Coefficient of P.. 0.43%/°C Voltage 600V DC(UL) 1- Temperature Coefficient of Voc -0.32%/OC Max Series Fuse Rating 15A WD 40 20m 30 W. 1003(P "0 Temperature Coefficient of Isc 0.047%/OC Voltage(V) Average efficiency reduction of 4.5%at20OW/m2 WARRANTY according to EN 60904-1. 10 year workmanship warranty 25 year linear performance warranty (Please refer to product warranty for details( 0 CERTIFICATION PACKAGING CONFIGURATION D 0 is !L Modules per box:24 pcs A" IML13 Modules per 40'container:672 pcs N 0®0 PV-Chmi um THnasolar CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ©2011 Trina Solar Limited.All rights reserved.Specifications included in this dotasheet are subject to change The power behind the panel without notice. A/IIIAI�IIwAII/IY/A/�III�MIIIIYMYYIIYIIIYYY Mono Multi Solutions TSM = PCO5 .08 TSM = PA05 .08 THE UNIVERSAL SOLUTION 15.3% MAX EFFICIENCY 250W � Module can bear snow loads up to 54001'a (in(-] wind loads up to 2400Pa MAX POWER OUTPUT i Guaranteed power output 10 YEAR �� 0-+3% PRODUCT WARRANTY High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR - LINEAR POWER WARRANTY Independently certified by international certification bodies Id J n 997 Triilasolal Isio in Healy r t_ ate v n,rane�ncturec In al�aG In Manufactured according 'to International Quo the woduchonof,ng ,t„wafer;andcens ��p and Environment Management System Standard-' tr tIiea,s�,,mblyoffog gt,ulity i�od-les, n,l b n a both n)oo neJ 1$09001, 1$014001 �chnofogies.As of Jvly 2011.the Company hens already av:Neve d an tnnuallzec+narnep,erfemod le -7f?o<i1Y e.pnr;xmate'y 1,9Gw TrhioSonr'r Black frame, improves aesthetics e ray;gr of t"rodo c k are used in <emir comme� �' Ind.� F'ullh( ul 1 w al)[--wc atlons I,hrc g'haui the world. Only t-;y n,,de.h'1,ng ri t-ie.nt, ,t- tuct i-irid,prvoch,eegri par it`."I LINEAR PERFORMANCE WARRANT 11-----,--,--,-us an,r�dustry ac,hleve Jr�a T.c.�:ity. -- - — - ------ _ AnU ci Tnna>O(Ci,wbeve both 10 Year Product Warranty •25 Year Linear Power Warranty --- —— ----- - -- - �10o% Tnna Solar Limited a Additional Yalu w a Ira n r��r,.cor i v e from Tri - --- --- — 0 90% nO color's linear Warranty 0 80% Timasolar Years 5 10 15 20 25 The power behind the panel ,. . 0 I n " APEX Engineering www.thestructurals.com • 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 Telephone: 408.379.2068 • apex @thestructurals.com �►� 0 Thursday,July 10, 2014 5302-14 10135017 Apolinario C.Roberts MA RGS ROOF Photovoltaic DC Rating: 5.25 kW Apolinario, Jill 4 Warfield Placer Northampton, MA 01060 Jurisdiction: Town of Northampton To: Building Department, The aforementioned structure has been examined and it has been determined that the structure can support the proposed 5.25 kW PV system with modifications. We have verified the structural integrity of the roof framing and found that, with collar ties- 11' long at every other rafter, 2x8 DF#2 (attach with 4- 10d commons to rafters [3"x0.148"] or 5- 3"x0.131" nails —predrill where necessary to prevent splitting & slope cut to allow for tight fit/best edge distance) at rafters that have L-Foot PV attachments, the installation will satisfy the structural roof framing design loading requirements of governing codes: 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 Structures. The design is based on wind speed of 90 mph, exposure B, snow load of 30.8 PSF and PV Panel of 3.30 psf. The PV attachment at 26" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Gramd WEEB a Sincerely, Module Gov, � tN OF U4&e uni % Sotaemiount Rai t rW L-toot Green THOMAS J. yGm ECCO-GFf 682 Flashing:, YATES ^' Module(YP.) EcO-cP-SO cornpression Bracket v CIVIL co Rooftop 5116'x 3.5'S.S.Lag Bolt No.51039 -°'`" - %W 2.5"Mirurnurn Penetration Q µsri Sealed w/Approved Sealant IST TONAL 2 X Expires: 06/30/2016 Attachment Detail 2 > Scale: 1-a 1,-0- AMP 01w RGS ENERGY Clean Power.Bright Savings. Property Owner Consent Form Owner: \J .24 Address: IA - P Town: 00 n State: tA Zip: 01000 Phone: I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Property Owner Date 32 Taugwonk Spur,Al2,Stoningion,CT 06378 1 tel.860.535.3370 1 fax 413.683.2225 I RGSI'n 7,\xon: 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 Legibly Name(Bus iness/Organization/Individua1): Alteris Renewables, Inc. dba RGS Energy Address: 32 Taugwonk Spur Unit A-12 City/State/Zip: Stonington, CT 06378 Phone#: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 320 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.$ ❑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 officers have exercised their 10.F]Electrical repairs or additions required.] 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' 13.0 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 infonnation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2016 Job Site Address: 4 Warfield Place City/State/Zip: Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify;un r the pains andpenalties ofperjury 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: Phil Smith 108025 License Number 9 Briggs Street, Easthampton, MA 01027 4/22/18 �ddress Expiration Date 413-977-9593 Sign u Telephone 9.Realstered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwo ur,A-12,Stonington,CT 06378 416/15 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....... X) 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 E] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding[0] Other[EZ� solar Brief Description of Proposed y'�anzt�i�bip f��5 Y Work: Installation of a 5.25kW roof mounted solar array using 21 Trina TSM-250PA05.08 modules,21 Gnphase M215-60-2Ll_-S22 micro inverters&all associated electrical work. �(o n t SfflAC'�` ` 4 _ � ,� � Alteration of existing bedroom Yes x No Adding new bedroom Yes es No I�i{ Va Attached Narrative Renovating unfinished basement Yes X No if Plans Attached Roll -Sheet ea.if New house and or addition to existhin housing, comulete 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 Jill Apolinario 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 //Z/ /5 Signature of Owner ate 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 1 ; Signature of Oihner/Agent datef 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.3.._. R. ! L:° R:` Rear Building Height a Bldg.Square Footage — % 7 f 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 Q DONT KNOW @ YES IF YES, date issued:; IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW @ YES IF YES: enter Book ' Pagel and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT 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 i C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: F D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO e IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO e IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only 'ty of Northampton Status of Permit: 18. ilding Department Curb Cut/Driveway Permit 12 Main Street Sewer/SepticAvailabiiity Room 100 Water/Well Availability �-6 Ndrt pton, MA 01060 Two Sets of Structural Plans �l Pin& 4 = 8 240 Fax 413-587-1272 PlotlSits Plans ,<< ` Other Specify C P fC TION 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 4 Warfield Place Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Jill Apolinario 4 Warfield Place,Northampton,MA 01060 Name(Print) Current Mailing Address: 413-336-5252 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba D Lu y4 32 Taugwonk Spur,A-12, Stonington, CT 06378 Name(Print)C�fL� T� Current Mailing Address: b 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 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 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0761 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON06378(860)535-3370 Q PROPERTY LOCATION 4 WARFIELD PL MAP 24D PARCEL 192 001 ZONE URC000)/ 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 5 25KW ROOF MOUNTED SOLAR ARRAY USING 21 TRINA MODULES New Construction Non Structural interior renovations Addition to Existing- Accessory Structure Building Plans Included: Owner/Statement or License 108025 3 sets of Plans/Plot Plan THE FO WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I MATION PRESENTED: 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 D r Sig e uil g al ate 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. 4 WARFIELD PL BP-2015-0761 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:24D- 192 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-2015-0761 Proiect# JS-2015-001479 Est. Cost: $23000.00 Fee: $138.00 PERMISSION IS HEREB Y GRANTED TO: Const.Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 4617.36 Owner: CRAGO SUSAN L&JILL A APOLINARIO Zoning: URC(100)/ Applicant: REAL GOODS SOLAR INC AT: 4 WARFIELD PL Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.-112912015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL 5.25KW ROOF MOUNTED SOLAR ARRAY USING 21 TRINA MODULES 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 1/29/2015 0:00:00 $138.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner 4 WARFIELD PL BP-2015-0761 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:24D- 192 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-2015-0761 Project# JS-2015-001479 Est.Cost: $23000.00 Fee: $138.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group REAL GOODS SOLAR INC 108025 Lot Size(sg. ft.): 4617.36 Owner: CRAGO SUSAN L&JILL A APOLINARIO zoning: URC(100)/ Applicant: REAL GOODS SOLAR INC AT: 4 WARFIELD PL Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 Workers Compensation STONINGTONCT06378 ISSUED ON:1/29/2015 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 5.25KW ROOF MOUNTED SOLAR ARRAY USING 21 TRINA MODULES 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: a .J 7.J House# Foundation: Q'py- Driveway Final: Final: Final: r� Rough Frame: a'r Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: J THIS PERMIT MAY BE eEq BY TH OF NORTHAMPTON UPON VIOL/ATION OF ANY OF ITS RULES AND TI NS • �7`.v' Certificate of Occupancy si nature: FeeType: Date Paid: Amount: Building 1/29/2015 0:00:00 $138.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner