Loading...
38B-234 (12) i i i I I i i __ I FOR CONSTRUCTION g3 Ground WEEB & ' e Module Clamp 1 `03 �dsoaP ; 0�a - ' Unirac Solarmount J Bracket w/L-Foot 32 Taugwonk Spur,Al2 Module TYP. (Long Side Down) Stonginton,CT 06378 ( ) '� Phone(860)535-3370 0310 1-5/8"Sq. UniStrut Fax(413)683-2225 P Slotted Channel 16 O G' - GRID-TIED eCs S-5! PHOTOVOLTAIC SYSTEM ''% SeamM,, 12 FZa Rooftop U Clamps& 5/16"x 3.5"S.S. Lag Bolt 1.550kW DC @ STC w/2" Minimum Penetration RAHM, LINDA Sealed w/Approved Sealant 52 OLIVE ST NORTHAMPTON, MA 01060 Project# 10330492 Attachment Profile 2 Attachment Detail DESIGNER. Lucas Murphy REVIEWER Ash Bowersock VERSION DATE. 2015-11-18 REVISIONS 20" Max # BY Date Notes Roof Framing PV Module Rail Overhang 1 7 L7 77 7 % 2 — Landscape: N/A s Roof Anchor „ Portrait: -15.2 in. &Flashing �. - a N Landscape: N/A e ri Anchors located Portrait: -34.3 in. 0 on alternate roof N r r r r framing members TSolarMount 1.57in. 39.4 in.Max Rail Anchor wit �- iu Mounting Holes ] A 0 Sta Bred Attachment Detail T X 3 Not to Scale Lg Electronics LG310N1C-B3 m 64.6 in. `ii 20"Max m Rail Splice Rail Overhang LL < \1l i � i �'� A WEEBLug SS Washer Ground Wire &Nut L] ® B — B Unirac Rail SS Bolt N O Minimum mum from Module Corner m Stagger splice locations Min of 2 supports Long Side,A 10.6 in. 19.7 in. VARIES within the each row of modules on either side of splice Short Side, B N/A N/A SS Flat — SS Bolt with a max spacing of 60" "Top-Clamps CANNOT be used on the Short Was DETAILS Sides of the Module 4 Rail Splice Detail UL Approved Mounting Locations G Grounding Lug & Rail Not to Scale 5 Not to Scale v Not to Scale P V`/ -A03 i I i i FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS Array Are 88.8 ft' Total Photovoltaic Dead Load: 2.98 psf Array Weight: 264.8 Ibs Avg. Dead Load per Anchor: 14.7 Ibs Anchor Qty.: 18 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Phone(860)535-3370 Max. UniRac Rail Span: 60 in. O.C. 60 in.O.C. 60 in.O.C. _ - - _ Fax(413)683-2225 Max. UniRac Rail Cantilever: 20 in. O.C. 20 in.O.C. 20 in.O.C. Adjusted Anchor Span: 16 in. O.C. 32 in.O.C. 32 in. O.C. GRID-TIED PHOTOVOLTAIC SYSTEM Downforce Point Load: 114.1 Ibs 228.2 Ibs 228.2 Ibs Uplift Point Load: _116.4 Ibs -153.2 Ibs -82.2 Ibs 1.550kW DC @ STC Minimum Anchor Strength: 0 Ibs RAHM, LINDA Average Safety Factor: 0.00 52 OLIVE ST NORTHAMPTON, MA 01060 Project# 10330492 Equipment Specifications: �- 2'4., 11° DESIGNER Lucas Murphy Module: (5)Lg Electronics LG31ON1C-B3 Inverter 1: (5) Enphase Energy M250-60-2LL-S22 16'-3" REVIEWER Ash B -11-1 8 ck Racking: UniRac SolarMount VERSION DATE 2015-11-1 Attachment Flashing: S-5! U Clamps UniStrut(typ.) --- --- - °� ��-- � "- "_"" - REVISIONS Roof Specifications: — — - -- -- — # By Date Notes Roof 1: _ _ _ _ _ _ _. Standing Seam Metal 2"x 12" Rafters @ I 16"O.C. SolarMount Rail (typ.) J - - Pitch: 14° 1 Azimuth: 207° T' - , Array Size: 5 Modules — , z , - 5 (N> PV Array 1: (E) Roof Obstructions: 5 Lg Electronics - Skylights (2) LG310N1C-B3 X Modules 0 0 m 7'-2" 6-6" 5-9,. m Z Z a UniRac SolarMount Mounting Notes: • Integrated Full System Grounding and Bonding to UL 2703 • Total Quantity of Attachments=18 • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is%the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with S-5! U Clamps attached with ---- 1/4"= 1'-0" • All Dimensions shown are to module edges, including 1/4 in. Spacing between Modules required when using the Top Clamp Method. MODULE LAYOUT • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. 11 • UniRac requires one thermal expansion gap(4 in.)for continuous sections of rail greater than 40' in ti length • Array Installed according to the UniRac SolarMount Design& Engineering Guide PUB14NOV03 PV-A02 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be P V necessary depending on field conditions.All attachments are staggered amongst the framing members. S i i i I FOR CONSTRUCTION Equipment Specifications: Roof Specifications: Module: (5)Lg Electronics LG310N1C-B3 Roof 1: Inverter 1: (5) Enphase Energy M250-60-2LL-S22 Standing Seam Metal Racking: UniRac SolarMount 2"x 12" Rafters @ Attachment Flashing: S-5! U Clamps 16"O.C. 32 Taugwonk Spur,Al2 Pitch: 14° 1 Azimuth:207° Stonginton,CT 06378 Array Size: 5 Modules Phone(860)535-3370 Fax(413)683-2225 GRID-TIED PHOTOVOLTAIC SYSTEM (E)Property Line 1.550kW DC @ STC RAHM, LINDA 52 OLIVE ST (N) PV Array : NORTHAMPTON, MAO 1060 5 Lg Electronics Project# 10330492 LG310N1C-B3 Modules DESIGNER Lucas Murphy REVIEWER. Ash Bowersock VERSION DATE. 2015-11-18 Equipment on Exterior Wall: REVISIONS (E) Utility Meter and Main Service # BY Date Notes Disconnect Equipment on Interior Wall(First Floor): 1 (E)Main Service Panel-P.O.I.via 2 Breaker Tie-In 3 Equipment on Interior Wall (Basement): (N)PV AC Combiner Panel T (E)PV Prod. Meter-Solar Energy ! (E)Single Family Dwelling e (E)PV Prod. Monitor-Envoy 52 OLIVE ST 0 N C r X o° m (E) PV Array : 18 Canadian Solar CS6P-250-PXIZEP BF Z Modules N 7 O M (E)Driveway �E 1/16"= 1'-0" N SITE PLAN z W E PV-A01 NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION S i I I I i - I FOR CONSTRUCTION /(✓ ¢ �� Ap Sheet List Grid-Tied Photovoltaic System Sheet No. Sheet Title DC Rating: 1 .550 kW PV-000 COVER Rahm, Linda PV-AO1 SITE PLAN 32 Taugwonk Spur,Al2 City of Northampton 52 Olive St Stonginton,CT 06378 PV-A02 MODULE LAYOUT Phone(860)535-3370 Building Department Northampton, MA 01060 Fax(413)683-2225 Plan Review PV-A03 DETAILS 212 Main Street Jurisdiction: City of Northampton PV-E01 ELECTRICAL DIAGRAM GRID-TIED PHOTOVOLTAIC SYSTEM Northampton. MA 01060 PV-E02 SYSTEM CALCS 1.550kW DC @ STC PV-G01 SIGNAGE RAHM, LINDA Scope of Work: ST RGS Energy shall install a 1.550 kW Grid-tied Photovoltaic("PV")System 52 OLIVE MAO General Notes: NORTHAMPTON, 1060 totaling (5)Lg Electronics LG31 ON C-63 Modules with (5)Enphase Energy Project# 10330492 M250-60-2LL-S22 Micro- Inverter(s).The Modules shall be flush mounted on 1. System follows any/all Fire Code Setbacks per Ordinances of the City 1 the standing seam metal roof and interconnected via load side breaker Of Northampton. RESIGNER: Lucas Murphy 2. All projects will comply with the Ordinances of the City of connection. REVIEWER. Ash Bowersoc Northampton. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, VtKBIGNDATE 2015-11-18 Equipment Specifications: No time on Sunday or legal Holidays. REVISIONS Module: (5)Lg Electronics LG310N1C-B3 4. Product Data Sheets shall be included. Inverter 1: (5) Enphase Energy M250-60-2LL-S22 5. Rooftop penetrations shall be completed and sealed per code by a # By Date Notes Racking: UniRac SolarMount licensed contractor. 2 Attachment Flashing: S-5! U Clamps 6. All Photovoltaic modules shall be tested and listed by a recognized z laboratory. 7. Certifications shall include UL1703, IEC61646, IEC61730. 3 8. A continuous ground shall be provided for the Array and for all 4 Photovoltaic Equipment. 5 Roof Specifications: 9. DC Wiring shall be run in metal ronduit or raceways within enclosed spaces in a building. Roof 1: 10. Conduit,Wire systems and Raceways shall be located as close as N Standing Seam Metal possible to ridges, hips, and outside walls. 2"x 12" Rafters @ 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 16" O.C. use guidelines that minimize the total amount of conduit by taking the Pitch: 14° 1 Azimuth: 207° shortest path. Array Size: 5 Modules 12. Space Requirements for electrical equipment shall comply with NEC Article 110. g 13. Equipment grounding shall be sized in accordance with Table Site Specifications: 250.122. g Occupancy: II 14. Connectors that are not readily accessible and that are used in the Design Wind Speed: 90 MPH circuits operating at or over 30V AC or DC shall require a tool for Exposure Category: B opening and are required to be marked "Do not disconnect under m Mean Roof Height: 25 ft load"or"Not for current interrupting', per 690.33(c)&(e). Ground Snow Load:40 PSF 15. All signage to be placed in accordance with local building code. Z Adj. Roof Snow Load: 28.7 PSF 16. Signs or Directories shall be attached to the electrical equipment or Q 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 a 2009 International Residential Code(IRC) lettering, a minimum of 3/8"height and all capital letters. 2009 International Building Code (IBC) 2012 International Fire Code (IFC) 0 2012 Uniform Mechanical Code (UMC) �F Not to Scale 2012 Uniform Plumbing Code (UPC) MA 780 CMR, 8th Edition COVER -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 As amended and adopted by City of Northampton PV-000 .�Z1:1�— tTM Unprecedented Innovation Unmatched Quality S=5 ` Unbelievable Price ` t€} K r S-5-U Clamp S-5-U Mini M8 hole centered 3/8" or M10 hole on part 2" located 112" (13mm) (51 mm) from edge of part 1.18" (3 mm 1.5" 38mm) > ' a 23mm ;38mm (23mm Note Install both ' k setscrews on same d _ side of clamp. 4 40 (lomm) IOmm) 1.5" ACTUaI$1 Le 1.5° ACtU81 Size (38mm) (38mm) The S-5-U and S-5-U Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S-5-U is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-5.com for more information including CAD details, metallurgical compatibilities and specifications. 0 v � s� The S-5-U clamp has been tested for load-to-failure results on most major brands and profiles of standing seam roofing. The independent lab test data found at www.S-5.com can be used for load-critical designs and applications. S-5!Tm holding strength is unmatched in the industry. 'Fhe streoo-th of the S-1)4_1 danip is in its shriple design. The patented setscrews will slightly dimple the nietal sea-tii material but not pierce it—Aeaving roof warranties inti-ict. 5-5!'"Warning!Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. Visit the website at Distributed by www.S-5.com for complete information on patents and trademarks. For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses. Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. Consult the S-5!—website at www.S-5.com for published data regarding holding strength. Copyright 2008,Metal Roof Innovations,Ltd.S-5!T"products are patented by Metal Roof Innovations,Ltd. version 080808 a � ti r ' The S-S-U Clamp The S-5-U clamp is by far our most Thanks to our patented popular and most versatile clamp. It will fit about 85% of the standing seam profiles manufactured in North S-S!"11 clamps do not America—including most structural pierce metal roof and architectural profiles. It can be used on vertically oriented seams and paneling, thereby by rotating the clamp 90 degrees it protecting roof A, x can also be used on most horizontal 2" � t coatinus and, weather- seam profiles. tightness warranties. Its simple design, generous dimensioning and multiple hole orientations are what make it so versatile for use with S-5!TM snow retention products and other heavy-duty applications. ; Installation is as simple as placing the clamp on the seam and tightening the 4 patented round-point setscrews to the specified tension. Then, affix ancillary items using the bolt provided. Go to www.S-5.com/tools for information and tools available for properly attaching and tensioning S-5!TM clamps. maAMmu The S-S-U Mini The S-5-U Mini is a medium-duty, non-penetrating seam clamp. (A bit shorter than the S-5-U and having one setscrew rather than two.) The Mini is the choice for attaching all kinds of rooftop accessories: signs, walkways, satellite dishes, antennas, rooftop lighting, lightning protection systems, solar arrays, exhaust stack bracing, conduit, condensate lines, mechanical equipment—just about anything!" "S-5!TT Mini clamps can be used with RamGard unitized snow guards,but are not compatible and should not be used with S-5!,SnoRaill/SnoFencel or ColorGarV snow retention systems. 888-825 -3432 U N I RAC SOLARMouNT Technical Datasheets Nom SolarMount Bearns Part No. 3101320, 3101320-8, 3101680, 3101680-13, 310168D 3102080I 3102080-13, 3102400, 3102400-13. 310240D, 410144M, 4110168M,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 3 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 'no SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1,728 14" HEX HEAD '/4 SCREW "HEX HEAD SCREW _T 2X SLOT FOR 7 SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR -7 1.385 3/8" HEX BOLT SLOT FOR . C= 1/8" HEX BOLT 387 .75 0 ►X P.X SolarMount Beam SolarMount HID Beam Dimensions specified in inches unless noted a c . I I ® I i//fit Technical SOLARMouw �2 Solar Mount Beam Connection Hardware Sol rMount L-f oot Part No. 3040000, 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 "X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance -u Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m j Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 486(2162) 213(949) 1 2.28 323(1436) 0.664 a SoLARMouw Technical Datasheets iims tJ l"1 SolarMount Mid Clamp Part No.3021010,M2101D,3021030,302104D, 302105D,302106D • Mid clamp material: One of the following extruded aluminum rra Bolt alloys:6005-T5, 6105-T5, 6061-T6 Mid Fla a Nu Ultimate tensile: 38ksi,Yield:35 ksi Clamp • 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 is retain a module in the direction indicated • Assemble mid clamp with one Unirac%%20 T-bolt and one'/<"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam 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 LAS r,«€ - - Direction Ultimate Load Factor, Load Factor, 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 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 t rX Dimensions specified in inches unless noted SolarMount End Clamp Part No.3020010,"3020020,302002D,3020030. 302003D,3020040,302004D,302005C,302005D, 3020060,302006D,302007D,302008C,302008D, 3020090.302009D.3020100,3020110.302012C 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) End Clamp Allowable and design loads are valid when components are Serrated -!� assembled according to authorized UNIRAC documents Flange Nut h' 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'/<"-20 T-bolt and one'/4'-20ASTM F594 serrated flange nut Bea 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 Modules must be installed at least 1.5 in from either end of a beam rX Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, ` Ibs(N) Ibs(N) FS Ibs(N) 0 WITH WITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 ITT c= "00tNt'6 Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 t Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted a c SOLAR SOLARMouNT Technical Datasheets Can UNIRAC 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, 3020000 Washer Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6 t Up Clip note*) Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are ` assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/4"-20 ASTM F593 bolt,one 1/4'-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 °4 part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, - Ibs(N) Ibs(N) FS Ibs(N) (1) Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse, X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 / r s a; 0-x Sliding,Z± 1 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a O Mechanical Properties O Electrical Properties(STC*) cells__.._.,........ _..,....... e;x..E, _ ...�....__._____�._ _....................�...�.,, ._..�._____ _,_..__.. LG3USNK-83 °."...__...,. C ett vendor LC. Maxuntur power at c1 t Pmax) ,<5 ('eU type fvlo,w n;t, ne NAPP,,(tact IV pp) .� yell d�mersians SEi`;x-/r, vn rtNhP current(I pp) _ u of busbar Open ct,an2 voltage(t/RL) , Dimensions(i x W Short arc.ur current Qsc) Maximum load(Pa) >4.)G Modute efficiency(') NJetgBt ... Opera*,Irg temtrerature(°C) -r C onnector type V'A rd'Ei' Maximm2i system 10aga(V) , Junction box ,ss d - Maxinrt/m series fuse rating(A} .... l ength of abie; Pommy toieran,e(l) Glass .ra� •,e�,t,r a ;_ O Temperature Coefficients 0 Certifications and Warranty No(r ertifications 1 E C 6'I i}>,IU 7,p-i l�r 6 „r;ttitr t> „l) vac Product warranty 'Oy, tAttput warranty of Pmax a c OCurrent-Voltage characteristics at various irradiance levels 0 Dimensions(mm) , x tiW 4N;m 4 _ fA0 Wfm' m ¢_ K N Vb — -- hox O Current-Voltage characteristics at various cell temperatures s Pmax 1. Good ._ � � 1 + 1 i a ti Long Lasting Warranties Designed for Durability The MonoXrw NeON support warranties include 10 year LG solar modules are designed with durable glass to be light product warranty and a linear 25 year output warranty.The linear output in weight(17.3 kg)while also being able to withstand heavy warranty guarantees a minimum power output of 80.2%after 25 years. loads and external pressure up to 5400 Pa. Because its LG-these top class warranties give you peace of mind Positive Power Tolerance Highest Testing Standards LG provides rigorous quality testing to all solar modules to ensure the After a rigorous process,LG's product durability testing a rated power output.Our Mono XTI NeON modules have a positive laboratory has earned certification from both TUV Rheinland nominal tolerance starting at 0%and going as high a+3%, and UL(Underwriters Laboratories),a first in the solar industry. LG Sign-Off on Every Ceti Driven by LG's own N-type cell technology,the Mono X-NeON Reliable for the future offers high efficiency to create solar systems with higher electricity LG's world-class integrated production processes and quality generation than standard systems.LG is proud to sign-off on every controls create a solar product that is reliable and long single manufactured solar cell with our LG brand.The US logo reflects lasting.For example every single LG module is tested via an M _ cutting edge technology and durability. Electroturninescence inspection.The EL inspection detects ivxm4A�., any micro cracks unseen by the naked eye. November 19, 2015 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re: Engineer Statement for Rahm Residence, 52 Olive St.,Northampton, MA - Solar Roof Mount Installation—Add on I have verified the adequacy and structural integrity of the existing Roof 1 (Standing Seam Metal): 2"x 12"rafters at 16"o.c.,having sloped distance 11'-10",pitch 14 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting,the Unirac Solarmount rails will be anchored to the rafters with L-foot supports having S-5! U Clamps will be securely fastened to the roofing seam at 32" sp. max. Landscape modules have a unistrut substructure. The mounting system has been designed for wind speed criteria 90 mph Exp. B and ground snow criteria of40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, �� a JHPAES A.MARX,JR. U Np,36365 James A. Marx,Jr. ro� FG rs,�_��� Professional Engineer FSSONA- MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc:RGS Energy 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: 106 Route 32, Suite 10 City/State/Zip: North Franklin, CT 06254 Phone#: (860)425-5282 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 320 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 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 10.0 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.[A 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. 1 Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins.Lic.#: WC5852405 Expiration Date: 01/01/2016 Job Site Address: 52 Olive Street 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. I do hereby certify nde the pains andpenalties ofperjury that the information provided above is true and correct. Signature: Date: 3 K Phone#• (86 0)425-5282 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#: You,the buyer,may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction.See the attached notice of cancellation form for an explanation of this right. Intending to be bound, each of us signs this Home Improvement Contract for Solar Electric System. I (we) acknowledge receipt of the above notices,and a copy of the Contract. DO NOT SIGN THIS CON- TRACT IF THERE ARE ANY BLANK SPACES. Homeowner(s) Afteris Renewables, Inc. dba RGS Energy D ocu Signed by: DocuSigned by: W & ro" 10/31/2015 11/17/2015 NStgfj#tUjEe8334E5, Date Signature Date Linda Rahm Nick mcmanus Printed Name Printed Name Energy Analyst Signature Date Title Printed Name Page 4 UJN: 10330492 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 10/27/2015 9:43 AM -- - -------- H. Schedule of Progress Payments First Progress Payment/9046 of balancel: $ 8,613.00 First Progress Payment due upon installation of solar modules on the rooftop or ground mount, and connection of inverters and other electrical equipment. Both parties agree this will constitute substantial completion. Final Progress Payment/1046 of balancel: $ 957.05 Final Progress Payment is due on interconnection of the Project to the energy grid. You and we may agree that an assignment to RGS of the rebates under the applicable rebate program will constitute a portion of the Final Progress Payment, 1. Beginning and Completion of the Work to be Performed The work under this Contract begins at the site evaluation conducted by RGS. The "Effective Date" of this Contract is the date of the latest signature. Date the Work is Scheduled to Begin: Date the Work is Scheduled to be Substantially Complete.- ADDITIONAL FOURTEEN DAY RIGHT TO CANCEL Various state and federal laws and regulations require us to allow you a three day right to cancel this transaction. Because of this,we are required to give you certain notices with headings entitled THREE- DAY RIGHT TO CANCEL,such as the next section.Although not mandated by law,we are agreeing that instead of the three (3) day right to cancel,you have a fourteen (14) day right to cancel,which be- gins on the Effective Date and ends at midnight fourteen days later,starting counting the day after the Effective Date. THREE-DAY RIGHT TO CANCEL' You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof,provided you notify the seller in writing at his main office or branch by ordinary mail posted, by telegram sent or by delivery,not later than mid- night of the third business day following the signing of this agreement. IDocuSigned by: _bVdA FA" 10/31/2015 --s—Idmyis ie 334E5 Date Signature Date This notice is required by Massachusetts law.In this notice,"agreement"is this Contract,and"seller"is RGS.Your signature here only acknowledges that you have received the notice of your right to cancel.If you actually wish to cancel,use the forms found on the last pages of this Contract. Page 3 UJN: 10330492 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 1012712015 9:43 AM ` Home Improvement Sa|csper on� Project Managcr� William White Andrew EnUhs Registration Number., Q. Installation Address and Contract Number Installation Address: 50Olive St, Northampton, MA, 07O60 Contract Number: 70]]0492 E. Description of the Project and Description of the Significant M te | | tObeUsed and Equipment tmb Installed The project is o turnkey solar electric system (the "System") as described below and installed at the home identified above. The Systern cost includes rebate application preparation, equipment PrOCure- ment and installation, site preparation, permitting and interconnection support, rebate project cornple- tion paperwork, training, operations and maintenance (through interconnection), in compliance with all applicable state laws. The System is comprised of the following components and additional items typ- ically necessary to install a complete and operable System. Solar Module Ouandty/ Description: Mounting Systenn: Un/-racorEquivalent /5lLG 31 OK/1 C'G4 Estimated Annual Energy Output in kWh: 7'825 /nvcrtcrQuankty/Drscr/pt/on� Monitoring Svstcm�Envoy (5) Enphasc M250 F. D Down Payment: $ 7'000-00 The down payment kduevvhcn this Contract is signed bv Homeowner and returned toR6S for coun- tersignature. G. Contract Price Total Contract Cost 10,570.05 ' $ O.O0 EsUma^cdRcbaoc Estimated Solar Rebate �D Assigned [] Not As signed toRGl Balance after Rebate 10\570.05 Down Payment 7'000.00 First Progress Payment $ 8'673.00 i Final ProorcssPayment 957.05 You agree toassign rebate to R6I: (initials) Page Uuw: 10330492 mA.Rsmosw7uu SOLAR PURCHASE AanssmsmT/m 10/27/2015 9:43 AM ' -- - - \ /u\ .� =~ �� �� � � _~ �� �� N � " ~� �� � ��� � �� � � � /or` U���N��� U���������0��U�lF K~��V�lF���~lF ���� SOLAR ELECTRIC ��y�l[�N� HOME IMPROVEMENT~ ~~^~^~-^~ ^ ~^~-^ ~ ^ ^^^ ^~^ ^ FOR -~-�~ -` ^--- - ` -`- SYSTEM - ` --` These cover pages contain information specific to the Home Improvement Contract for Solar Electric System (^[onbact^} between you (~you' or, ^Homoovvner") and RL5S Energy (\me ^ ^us^ or ^RGS`) for the. residential photovoltaic system, consisting of solar panels and related equipment in be installed at Your home (the ^Prcyect^|. These cover pages, along with the Terms and Conditions are the documents con- stituting thc [ontracLYournayhavca|readvbcengivencertainFcUera/ andstaternandated disclo- sures and additional notices and other such disclosures and notices are attached. A. Notices to Homeowner You signed the Contract O/]l/ZOl5����� This date is sometimes referred to as the"transaction date.~ You are entitled to a completely filled/ncopy of this agreement,signed by both you and the contractor, before any work may be started. Any "Notice of Cancellation" allowed under this contract or pursuant to law may be sent to RGS at its address shown below. The prices and terms we proposed to you are valid only until the tenth (I Oth) day after the date first presented in writing to you. We signed the Contract on B. Homeowner Information Homeowner Name: Lind8Rahrn Mailing Address.- 50 Olive St. City, State, Z/R Northampton, MA, O7060 Telephone Number: 413'210'1566 Email Address.- /krahnngrVrncast.net Additional Homeowners, if any. Name: Name: Mailing Address: Mailing Address: City, State, Z/R City, State, ZIP: Telephone Number: Tc|cphoncNumber Email Address.- EmaUf\ddresc C RGS Energy Contact Information K}annc: Andrew Endhs Business Address: Employer |D Number: Z6-350]699 32Taugwonk Spur,872,Stonington' [T06378 Telephone: (406) 3O7-Z643 Contractor's License Number: 763709 Email: anUrevv.endris@rgsene/gycom Page Uuw: 10330482 MA.REmDENTIAL SOLAR PURCHASE xGREEmENr09 10/27/20158:43AM SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Gary Beals 101487 T License Number 61 Turnpike Road,Ashby, MA 01431 11/7/16 Address Expiration Date & 978-855-8568 Sign ure Telephone 9.Renistered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 106 Route 32, Suite 10, North Franklin, CT 06254 416117 A-ddd'rress Expiration Date Telephone 860-425-5282 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....... E 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 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding[0] Other[©] solar Brief Description of Proposed This is an addition to an already existing solar Work: Installation of a 1.55kW roof mounted solar array using 5 LG305N I GB3 modules.5 Enphase M250-60-2LL-S22 micro invertersWEPYsociated 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 8a. 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 No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Linda Rahm 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/1 permit application./y see signed authorization form attached �/5 Signature of Owner Dat Mo I, 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 Na n Signs re of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO U DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 Date Issued: C. Do any signs exist on the property? YES 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 0 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only = ty of Northampton Status of Permit: ` 4 215 B ilding Department Curb Cut/Driveway Permit � 12 Main Street Sewer/Septic Availability Room 100 Water/Well Availability c4 r l�lo ampton, MA 01060 Two Sits of Structural Plans NO o p one 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 52 Olive Street Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Linda Rahm 52 Olive Street,Northampton,MA 01060 Name(Print) Current Mailing Address: 413-210-1566 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba Wq jo Name(Print) Current Mailing Address: Signature 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 9,000 (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) 1 1,000 Check Number b This Section For Official Use Only Building ermit Number: Date 9 Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0786 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON06378 (860) 535-3370 Q PROPERTY LOCATION 52 OLIVE ST MAP 38B PARCEL 234 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 45kta Building Permit Filled out Fee Paid Typeof Construction: INSTALLATION OF 1.55KW MOUNTED SOLAR ARRAY-ADDITION TO EXISTING ARRAY 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 INFORMATION PRESENTED: proved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signa ure of Building Official 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. 52 OLIVE ST BP-2016-0786 G1S #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38B -234 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cate,,ory: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0786 Project# JS-2016-001317 Est. Cost: $11000.00 Fee: $66.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 101487 Lot Size(sq. 1): 13242.24 Owner: RAHM LINDA K&BARBARA R CRUIKSHANK Zonin,_, URB(100)/ Applicant: REAL GOODS SOLAR INC AT: 52 OLIVE ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 (� Workers Compensation STONINGTONCT06378 ISSUED ON.1211412015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLATION OF 1.55KW MOUNTED SOLAR ARRAY - ADDITION TO EXISTING 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 12/14/2015 0:00:00 $66.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner