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24A-129 (4) FOR CONSTRUCTION Ground WEEB& �'` Module Clamp > 21500(\ S a�\ac Rail wl L foo ount R 5 S� ,? Eco-Fasten Green-Fasten With CP-SQ-Slotted 32 Tau onk Spur,Al2 ��pha\dG°�� ��„O G. Module (TYP.) Bracket And Aluminum Flashing stongin on,cro637s ens�i Rooftop Phone(860)535-3370 5/16"x 3.5"S.S. Lag Bolt Fax(413)683-2225 G. w/2" Minimum Penetration e`S @2�„O Sealed w/Approved Sealant PHOTOVOLDTAIC SYSTEM Z«X6A Ra 3.300kW DC @ STC KINNER,JODY Attachment Profile PROSPECT NORTHAMPTON, A 01 60 1 Attachment Detail Project# 10238871 DESIGNER: Ash BowerSock 16" Max REVIEWER: MLM Roof Framing PV Module Rail Overhang 16"Max VERSION DATE. 2015-01-13 Rail Splice Rail Overhang — - REVISIONS Roof Anchor " " Landscape: N/A _�—� ff f ;' ' Portrait: -7.9 in. - -- - /hAin # By Date Notes & Flashing Landscape: N!A z Anchors located Portrait; 50.2 in. on alternate roof framing members ,.. 4 f7 5 �r— T ri---- - — --- Stagger splice locations of 2 supports YI 0 32" Max within the each row of modules on either side of splice Anchor Spacingr SolarMount Rail with a max spacing of 48" 3 Sta ered Attachment Detail T Rail S lice Detail Not to Scale 4 Not to Scale 1.22 in. —.�� --39.4 in. � X '' 1 o i II —_ Mounting m Ham � A I ro IT Solarworld N i 1 Plus SW 275 a 65.9 in. ! ' mono black WEEBLug SS Washer Module Frame Ground Wire &Nut SS Bolt Unirac Rail SS Bolt Nib o B Unirac Distance from Module Corner UGC-1 EKE VARIES Minimum Maximum SS Flat SS Bolt Long Side,A 6.4 in. 9.4 in. Washer DETAILS Short Side',B N/A N/A *Top-Clamps CANNOT be used on the Short Unirac Rail Sides of the Module UL Approved Mounting Locations 6 Groundin Cli & Module Groundin Lu & Rail PV-A03 1 N.T.S. Not to Scale Not to Scale FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS UniRac SolarMount Mounting Notes: Array Area: 222.1 ft' Total Photovoltaic Dead Load: 3.26 psf • Total Quantity of Attachments=48 R , Array Weight: 724.4 Ibs Avg. Dead Load per Anchor: 15.1 Ibs • Roof Zones are defined by dimension, a= 3.0 ft. Anchor Qty.: 48 . Maximum Allowable Cantilever for UniRac Rail is%the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing 32 Taugwonk Spur,Ail Design Values by Roof Zone: Corner Egde Interior attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SSs Stonginton,CT 06378 Max. UniRac Rail Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Clamp Method. Phone(860)535-3370 ..1` '• . ....'66 in.�* • ..1,6"'n • . .", • The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order to support the End Clamps. Fax(413)683-2225 Max. UniRac Rail Cantilever: 16 i. O.C. 16 in. O.C. 16 in. O.C. . • .4.. nI •�O.C. ...� � .i .. . ' 2.4. . . 0.. •. • UniRac requires one thermal expansion a (6 in. for continuous sections of rail greater than 40' in length Adjusted Anchor Span: 24 in. .C. 24 in. O.C. 24 in. O.C. q p gap ) g g GRID-TIED • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 110616-1 cc, June 2011 Downforce Point Load: 214.6 I b s 214.6 Ibs 214.6 I . • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field Uplift Point Load: -96.3 Ibs -96.3 Ibs -77.8 Ibs conditions. All attachments are staggered amongst the framing members. 3.300kW DC @ STC Minimum Anchor Strength: 707 Ibs Average Safety Factor: 8.36 NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION ER, J 37 PROSPECT AVENUE NORTHAMPTON, MA 01060 -- — 27-11" -- ( Project# 10238871 -�--_- CJ' 16'-8" �..��_._. ��..` 1' DESIGNER: ASI L I BOWerSOM 1' REVIEWER. MC LM (E)Chimney VERSION DATE. 2015-01-13 1 ------------- ----- REVISIONS f (E)Vent # By Date Notes 2 4 ' I `•`' i 1 I I I i i 5 C? 1 it I li jl I 1' 1" 14' C] ii I'I r 1 r. I w I; (E)Vent --- -- -- ----- -- - - --- ----' ------ -- - - -- ------------- --------: M b 6'-8" 13'-7" 6'-8" 3/8"= 1'-0" 6" 6" 2 MODULE LAYOUT 2 Module Layout VP PV-A02 Scale: 3/8" = V-0" FOR CONSTRUCTION Equipment Specifications: G, Module: (12)Solarworld Plus SW 275 Mono Black Inverter 1: (12) Enphase Energy M250-60-2LL-S22 (E)Sidewalk Racking: UniRac SolarMount �� Attachment Flashing: Eco-Fasten Green-Fasten with Q 32 Taugwonk spur,Al2 CP-SQ-Slotted Bracket and Aluminum Flashing ¢Vi stone(860)53 - 37 Phone(860)535 3370 Q Fax(413)683-2225 Roof Specifications: Q GRID-TIED Roof 1: PHOTOVOLTAIC SYSTEM Asphalt/Comp. Shingle 3.300kW DC @ STC (Single Layer) (E) Driveway 2"x 6" Rafters @ KINNER, JODY 24"O.C. : . 37 PROSPECT AVENUE Pitch: 270 ( Azimuth: 110° NORTHAMPTON, MA 01060 Array Size: 12 Modules ', - Project# 10238871 DESIGNER: Ash Bowersock REVIEWER: MLM VERSION DATE. 2015-01-13 REVISIONS (E) Property Line # By Date Notes 2 (E)Single Family Dwelling 5 9 37 PROSPECT AVENUE / 1 / N o X o s / m \ w m 1 LL \ Z PV Equipment on Exterior Wall: / 4 (E) Utility Meter . (N)AC 60A Fused Disconnect ` PV Equipment on Interior Wall: / (E) Main Service Panel (E)Sub-Panel (N)PV Array : N (N) Enphase Envoy 12 Solarworld ,„J (E)Auto Transfer Switch for Generator Plus SW 275 Mono Black Modules QIE 1/16"= V-0" v (E) Property Line co� N SITE PLAN 0 Q� (E)Sidewalk W E Site Plan PV-A01 Scale: 1/16"=1'-0" S FOR CONSTRUCTION City of Northampton Building Department ; Plan Review Grid-Tied Photovoltaic System Sheet List 212 Main Street Sheet No. Sheet Title RGS Northampton, MA 01160 DC Rating: 3.300 kW PV-000 COVER �rl Q Kinner, Jody PV-A01 SITE PLAN 32 Taugwonk Spur,Al2 37 Prospect Avenue PV-A02 MODULE LAYOUT hone' 860 t )535-3370 Northampton, MA 01060 Fax(413)683-2225 Jurisdiction: City of Northampton PV-A03 DETAILS GRID-TIED PV-A04 MATERIALS PHOTOVOLTAIC SYSTEM PV-E01 ELECTRICAL DIAGRAM 3.300kW DC @ STC Scope of Work: General Notes: PV-E02 SYSTEM CALCS KINNER,JODY RGS Energy shall install a 3.300 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-G01 SIGNAGE 37 PROSPECT AVENUE totaling(12) Solarworld Plus SW 275 Mono Black Modules with(12) Enphase Of Northampton. NORTHAMPTON, MA 01060 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 Project# 10238871 mounted on the asphalt/comp. shingle roof and interconnected via supply side Northampton. DESIGNER: Ash Bowersock tap. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, No time on Sunday or legal Holidays. REVIEWER MLM 4. Product Data Sheets shall be included. VERSION DATE. 2015-01-13 Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a Module: (12)Solarworld Plus SW 275 Mono Black licensed contractor. REVISIONS Inverter 1: (12) Enphase Energy M250-60-2LL-S22 6, All Photovoltaic modules shall be tested and listed by a recognized # By Date Notes Racking: UniRac SolarMount laboratory. I Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730. CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground shall be provided for the Array and for all 2 Photovoltaic Equipment. 3 9. DC wring 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 dose as e Asphalt/Comp. Shingle 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: 27° i Azimuth: 110° 12. Space Requirements for electrical equipment shall comply with NEC Array Size: 12 Modules Article 110. t 13. Equipment grounding shall be sized in accordance with Table U 250.122. o X Site Specifications: 14. Connectors that are not readily accessible and that are used in the Occupancy: I I circuits operating at or over 30V AC or DC shall require a tool for o p cy' opening and are required to be marked"Do not disconnect under Design Wind Speed: 90 MPH to Exposure Category: C load"or"Not for current interrupting", per 690.33(c)&(e). 15. All signage to be placed in accordance with local building code. Fn Mean Roof Height: 25 ft 16. Signs or Directories shall be attached to the electrical equipment or Ground Snow Load: 40 PSF located adjacent to the identified equipment. N Adj. Roof Snow Load: 30.8 PSF Q 17. Signs should be of sufficient durability to withstand the environment. , 18. Any plaques shall be metal or plastic with engraved or machine All Work to be in Compliance with: printed letters, or electro-plating, in a red background with white 2014 National Electrical Code(NEC) lettering, a minimum of 3/8"height and all capital letters. 2009 International Residential Code (IRC) 2009 International Building Code(IBC) 2012 International Fire Code (IFC) 2012 Uniform Mechanical Code(UMC) ' 2012 Uniform Plumbing Code (UPC) Not to Scale r: �uE MA 780 CMR, 8th Edition y -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) COVER ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures As amended and adopted by City of Northampton IT I wry PV-000 as s � � i GREENFASTENT"' PRODUCT GUIDE - GF-I � , American Wood Council Lag Bolt Pull-Out Values i� n f= -o ut (withdrawal) capacities Ibs) in typical roof lumber t ASD )Lag p ull Lag screw specifications Specific 5116°shaft* Gravity A f per inch thread depth Douglas Fir,Larch .50 266 LU Douglas Fir,South 46 235 3 Engelmann Spruce,lodgepole Pine .46 235 (MSR 1650 f& higher) ct t {! 3 Hem,Fir,Redwod (close grain) .43 212 �= Hem,Fir(North) 46 235 AM qtl, Southern Pine .55 307 Thread Depth t Spruce,Pine,Fir .42 205 t � Spruce,Pine,Fir .50 266 3 (E of 2 million PSI and higher E grades of MSR and MEL) ED v aF a y fi ED a i r0 n � - _4 L 2 0 W _ _ Sec.6-I T"' PRODUCT GUIDE — GF-I GREENFASTEN x Specifications f PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be A. Submit manufacturers written specifications. compatible with chosen roof application and 9 I.I SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load I:y _ A. WORK INCLUDES test data. C. Submit installation instructions. r' 1. GreenFasten solar attachment bracket that attaches directly to the roof deck D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed i ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners $ for the roof system. D. Bushing is EPDM. F� 1.4 QUALITY ASSURANCE B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless • 1.Section 07600:Flashing and Sheet Metal specified roofing material and snowguards for no less and EPDM. � 2.Section 07500:Roofing than 5 years In the area of the project. 3.Division I:Administrative and procedural 2.3 FINISH—Mill Finish i requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum g} m 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer within 24 hours of any missing or defective items.Keep B. Base flashing(choose one) �4 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish J} L A. COMPONENTS: c 2.Black- kynar painted w 1. GreenFasten system consists of aluminum g y PART 2 - PRODUCTS flashing with integral EPDM bushing and one 3.Dark Bronze - kynar painted bonded stainless steel and EPDM washer. -; v 2.1 MANUFACTURER 2. Fasteners EcoFasten Solar° PART 3 - EXECUTION A.To be of metal compatible with aluminum . , 0 289 Harrel St.Morrisville,VT.05661 GreenFasten components. 4 0 (877) 859-3947 3.1 EXAMINATION B.Fasteners should be selected for ?, www.ecofastensolarcom. A. Substrate:Inspect structure on which brackets i; compatibility with the roof deck. are to be installed and verify that it will withstand ti C.Fastener strength should exceed or be equal 2.2- MATERIALS any additional loading that it may incurred.Notify � g to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before v See test data at www.ecofastensolar.com i 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. I 3. Sealant(If required by roof manufacturer): B. Verify that roofing material has been installed ti E to be roof manufacturer approved. I. F-I I I o correctly prior to installing solar attachment brackets. � 4. Aluminum attachment bracket 2 L-I 0 I-3" 3. L-102-3" 4 3.2 INSTALLATION M B. DESIGN REQUIREMENTS: 4. CP-R ° 1. Bracket spacing to be recommended by 5. CP-SQ A. Comply with architectural drawings and i � 6. SL- 02 6" project engineers recommendations for location v¢ project engineer. 7. Z- 01 of system.Comply with Manufacturers written xz f co 2. Install a minimum of one fastener assembly. installation instructions for installation and layout. } s` 3. It is important to design new structures or 8• Custom ' o assess existing structures to make sure that f LO they can withstand retained loads. 0 w Sec.5-1 4 ; ' J" , ; TM L'T GREENFASTEN PRODUCT GUIDE — GF-I Bracket Options - CP-SQ .375 - .008 ,�-------�., v Y pA M1�3 0, ms's t L 2.000-025 MR .— w t 3 fI M yg 4L. P d; O 3 x,41 g 0 f - O v` 'i C1 n C 2.000_.02J K g M Ln On _r - -- f In ,g o _ .377 ._.010 THRU $° 875 .010 X 82 ' R E .R SIDE b i; Compression Plate 2" X 2" Mill Aluminum __ ��_ Sec.4-4 ij S - y 1 S` GREENFASTENT PRODUCT GUIDE - GF-I GF I- L 812 i 1 5�kl } � k 1 �f 8.000 - .005 R.38 ..- .. .032 t Y N Y� l 44, N ut � h -18 { � 0 12.00 i25 .30 _ .01 o T r........... 3.00 .125 t o I 4.00- -.125 -•-- — .26 : .0' ► -�+ yy ' .{05 C� _- V . z ; n �Zi 23 h�£ s co f' d . # I RA- L 1"1f f RA- P,�.%.,r rti O a, a Finish Options BLK= Matte Black BRZ= Medium Bronze u, MLL= Mill Finish Sec.4-2 GREENFASTENTM PRODUCT GUIDE - GF-I t �. fi{ a Exploded Product View I t { t TR 1� st 2 C k C �� w 3 { C 4 N a v c f,T4 ' o co ' co d � i , � O v u *Note: Numbers correspond with B.O.M,Sec. 3-1 Sec.I-i N `PRCCUC� GUIDE E J'� Gr 'e as en GF-I Contents w Z, :E xplod6d Product uet Vrew-- Sec. # a F 3 p t In�%llation Instructions sec.2 , i 'Bill of Matenals—lSec. 3 ` g ��7 }. r ' i {{,' &s. 0 lI leeL3 'SeC.4 . �_ t f ¢ i, f ;� S ,e ,�ific Lions, =°Sec.5 <'• t 3 `j !, ti "3, t r � k i it € I r`.2 l3 ,] 3 -.t,, f '` it, r �Tp`'. ` , , j{ _ � r:: � -� # La Bapu11=CQit /�.lu Sec 6 t ± I LeakTest— Sec.7 _ ; I � 3 � it 99 t 4, A t } S y a 5 fi, i } ? ® FF�sten olar S t QI lugCom}ritted to the Support of Renewable En'ergy OOUNIRAC SON SOLARMouNT Technical Datasheets an SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T-BOLT OR HEX HEAD SCREW %"HEX HEAD SCREW -T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 750 � 1.875 Y Y A A 01 ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted : UNIR SOLARMOUhrr Technical . . . - - s 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 " 0 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'/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 3,61 Applied Load Average Safety Design Resistance 0 Direction Ultimate Allowable Load Factor, Load Factor, HODWA X Ibs(N) Ibs(N) FS Ibs(N) m t _ 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) 2.46 2004(8913) 0.615 Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 SOLAR SOLARMouNT Technical . . . - - ::� UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D rra Bolt Mid clamp material: One of the following extruded aluminum Mid* alloys: 6005-T5, 6105-T5, 6061-T6 la a Nu Ultimate tensile: 38ksi,Yield: 35 ksi Clamp `�-. Finish: Clear or Dark Anodized r Mid clamp weight: 0.050 Ibs(23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-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 IM DMAHCE Direction Ultimate Load Factor, Load Factor, WMW4 MOMFS 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± 1 1194(5312) 490(2179) 1 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C 0 End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Olt 0 Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight:varies based on height: —0.058 Ibs (26g) 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'/"-20 T-bolt and one '/"-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque .- Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory A Modules must be installed at least 1.5 in from either end of a beam rX _ ,s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, ' Ibs(N) Ibs(N) FS Ibs(N) rHS Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 T"' Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding, X± 142(630) 1 52(231) 1 2.72 79(349) 1 0.555 Dimensions specified in-inches-unless-noted ^ SOLARMOUNT Technical UNIRAC .. S oU arMm un* Technical Data sheet Pub 11oo1V4mnn.o August oo11 SoXarMount Module Connection Hardwame~.................~........~.,~....,.......... 1 Boftom [)p Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SoUarMlount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMlountBeams..........................................................................................................4 SoUarMoun* Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 3O2OUQC Washer " Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden..s alloys: GO05'T5. G105'T5. 6OG1'T8 up C no ° Ultimate tensile: 38koi.Yield: 35ksi ° Fhnish: ClemrAnodizod ° Bottom Up Clip weight: —O.O31 |bn (14g) ^ Allowable and design �adaare mdk1when oompono�oare ---' assembled with SolarMourd series beams according Uuauthorized UN|RACdocumants ^ Assemble with one l4^'2UA8TK4F593 bolt, one 1/4^'20ASTK4F5Q4 serrated flange nut, and one 1/4"flat washer Use anti-seize and tighten bo10#,|booftorque ^ Resistance factors and safety factors are determined according to part 1 section 9cf the 2005 Aluminum Design Manual and third- party 0oatnyou|tahnm an |AS eoonaditod laboratory --- —~�- —~ ^ Module edge must bm fully supported by the beam � NOTE ON WASHER: Install washer on bolt head side ofassembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, 1,24 -| , 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 *~X Dimensions specified m inches unless noted �� S PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp Open circuit voltage V a 39.4 V Open circuit voltage V a 353 V Maximum power point voltage Vm 31.0 V Maximum power point voltage V 28.1 V Short circuit current I 9.58 A Short circuit current Imo 7.75 A Maximum power point current llly� 8.94A Maximum power point current impp 7,22 A 'STC:1000 W/m2,25'C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m2,100% 1)Measuring tolerance(P,)traceable to TUV Rheinland: 2%(TUV Power Controlled). ('/-2%)of the STC efficiency(1000W/m2)isachieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cells per module 60 NOCT 48°C Cell type Mono crystalline TC 1 0.04%/'C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCv., -0.30%/°C Front Tempered glass(EN 12150) TCP -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 1000V 800 W/m2 Max.system voltage USA NEC 600 V - Maximum reverse current 16 A - - Number of bypass diodes 3 a• 600 W/m2 113 psf downward d UL Design Loads' Two rail system 64 psf upward 400 W/m2 .._ _ a UL Design Loads" Three rail system 170 psf downward 64 psf upward 200 W/m2 IEC Design Loads' Two rail system 113 psf downward 100 W/m2 50 psf upward Please refertothe Sunmodule installation instructions for the details associated with -- - -- these load cases. Module voltage[V] oc ADDITIONAL DATA .x4 37.44(951) Powersorting' -OWp/+5Wp J-Box IP65 Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10 Fire rating(UL 790) Class C Glass Low iron tempered with ARC 41.30(1050) Version 0.6 15.3 2.5 frame VERSION 2.5 FRAME 65.94(1675) bottom mounting Compatible with both"Top-Down" holes and"Bottom"mounting methods ry ♦Grounding Locations: ry L 4 corners of the frame 4 locations along the length of the module in the extended flanget L x4 •I�4.20(107)t 1.22(31) Fes-39.41(1001)-�1 +AII 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 6 TUV Power controlled: 10VAholnimd Lowest measuring tolerance in industry ' .000002111 jtEvery 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 25-year linear performance warranty and 10-year product warranty J *' Glass with anti reflective coating J World-class quality OuIIMIW,IEC61T1S ia. a •nmm»»».,,+. Fully-automated production lines and seamless monitoring of the process and material ove „�M`o„„A�"'°t 0 3.P..,'.dj „,_.+,., ensure the quality that the company sets as its benchmark for its sites worldwide. ebwogintlroiN� n, °° P»'» 'r4'» SolarWorld Plus-Sorting aq, .,.,,,. SI• Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that "T""'`"`.„5.""` MS WK.5 have greater than or equal to the nameplate rated power. �"'—�P UL 1703 . 0 25 years linear performance guarantee and extension of product warranty to 10 years (-l ,,, SolarWorld guarantees a maximum performance depression of 0.7%p.a.in the course of L Certified 25years,a significant added value compared tothe two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.` In accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. January 14,2015 To: Code Enforcement Division From: James A.Marx,Jr. P.E. Re: Engineer Statement for Kinner Residence, 37 Prospect Ave.,Northampton,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer composition): 2"x 6"rafters at 24"c-c,having rafter slope distance 14'-0"with rafter span 11'-4",pitch 27 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 Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 32"sp. max. and securely fastened with 5/16"dia.x 3 '/z" SS lag screws.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. I 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. of MAS&,gO, l Sincerely, 3� X � o �AMR P aN 1 0 MPL���365 James A. Marx,Jr. ssiowA`' Professional Engineer j MA 36365 10 High Mountain Road Ringwood,NJ 07456 1 E k cc: RGS Energy ' t { I I i RGS Clean Power.Bright Savings, Property Owner Consent Form Owner: "-,To AS4 RNAV'Ve-r- Address: -3rI 9F Town: Stater Zip: Phone: y i - 3-D-C) 7S�I I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Prope Owner Da e 32'Tauglionk Spur.Al2.Stonington.CT 06378 ; tel 850.535.3370 fax 413.683.2225 i i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 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.❑ 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.F] 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' 13.0 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. lContractors 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: 37 Prospect Avenue 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 cer iA under the pains and penalties of perjury that the information provided above is true and correct. Signature: M 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 8rigg Street, Easthampton, MA 01027 4/22/18 Addres's Expiration Date 413-977-9593 Si re Telephone 9.Restistered 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 Addr Expiration Date °fr 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....... 2 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 perndt. 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 ED Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[0] Other[[D] solar Brief Description of Proposed Work: Installation of a 3AW roof mounted solar array using 12 SolarWorld SW275 Mono modules,12 Enphase M250-60-2LL-S22 micro inverters&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X _No Plans Attached Roll -Sheet 6a, if New house and or addition to existing 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 I, Jody Kinner 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 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�L , a I,, Signature of Owner/Agent Da e 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 © DON'T KNOW Q YES 0 IF YES, date issued:` IF YES: Was the permit recorded at the Registry of Deeds? NO ® DON'T KNOW Q YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: C. Do any signs exist on the property? YES 0 NO e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 ® NO e IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status cf,Perm . Building Department Cuts GuWrlve yParmit; 212 Main Street Sewer/Sept !Avauallity Room 100 Watedweit Availability ampton, MA 01060 Two Sets of Struck"t Plans 413-587-1240 Fax 413-587-1272 PIOUSlte glans Other Specify —. LICATION 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 37 Prospect Avenue Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Jody Kinner 37 Prospect Avenue,Northampton,MA 01060 Name(Print) Current Mailing Address: 413-584-2649 see signed authorization form attached Telephone Signature 2.2 Authorized Aaent: Alteris Renewables dba 126-.5 q r~m 32 Taugwonk Spur, A-12, Stonington, CT 06378 Name(Print) ! Current Mailing Address: j 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 3,000 (a)Building Permit Fee 2. Electrical 10,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) 13,000 1 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0743 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON06378 (860)535-3370 O PROPERTY LOCATION 37 PROSPECT AVE MAP 24A PARCEL 129 001 ZONE URA000)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid Typeof Construction: INSTALLATION OF 3.3KW ROOF MOUNTED SOLAR ARRAY USING 12 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 FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO�IVIATION 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 on lay —0 �nat a u' i 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. 37 PROSPECT AVE BP-2015-0743 G1S#: COMMONWEALTH OF MASSACHUSETTS Map.-Block: 24A- 129 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0743 Project# JS-2015-001434 Est. Cost: $13000.00 Fee: $78.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 7143.84 Owner: KINNER DAVID L&JODY E Zoning URA(100)/ Applicant: REAL GOODS SOLAR INC AT. 37 PROSPECT AVE Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:112312015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLATION OF 3.3KW ROOF MOUNTED SOLAR ARRAY USING 12 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 Sisnature: FeeType: Date Paid: Amount: Building 1/23/2015 0:00:00 $78.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner