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36-320 (2) FOR CONSTRUCTION Ground WEEB& Ff% Module Clamp M°r oB�acK Unirac Solarmount R j .„ 215 Rail w/L-foot 7 QW - Sh�rg�e Eco-Fasten aX G°cr`P G Module(TYP.) ---____ , =' Green-Fasten With CP-SQ-Slotted 32 Taugwonk Spur,Al2 psPh fig"O' r Bracket And Aluminum Flashing Stonginton,CT 06378 Rooftop Phone(860)535-3370 5/16"x 3.5"S.S. Lag Bolt Fax(413)683-2225 2 X w/2.5" Minimum Penetration 16"O G Sealed w/Approved Sealant GRID-TIED 8 RaeCS @ PHOTOVOLTAIC SYSTEM 2"X 2.750kW DC @ STC KAUFMAN, LONNIE Attachment Profile FLORENCE, 2 NCE, MA 010 1 - Attachment Deta i I Project# 10210466 Scale: 3/4 - 1-0 2 DESIGNER: Ash Bowersock 16"Max REVIEVVERi MLM Roof Framing PV Module Rail Overhang 16" Max Rail Splice Rail Overhang vERSlortonre 2015-02-11 REVISIONS Landscape: N/A Roof Anchor Portr _ _ By Date Notes „ ait: -7.9 in. _. # .� v &Flashing " Landscape: N/A z Anchors located Portrait.- -50.2 in. 3 on alternate roof framing members Stagger splice locations Min of 2 supports 4 —- ---- ---- - - - --- -;�--- 32"Max within the each row of modules on either side of splice Anchor Spacin Solarmount Rail with a max spacing of 48" 3 Sta ered Attachment Detail Rail S lice Detail Not to Scale 4 Not to Scale 1.22 in. ��- --39.4 in.---� _ Mounting Holes M A m jI ,I I m Solarworld i N l Plus SW 275 Z 65.9 in. . mono black WEEBLug SS Washer j Module Frame &Nut Ground Wire i SS Bolt SS Bolt ® Unirac Rail I I ' Nib ° B Unirac Distance from Module Corner UGC-1 � VARIES Minimum Maximum SS Flat Long Side,A 6.4 in. 9.4 in. Washer SS Bolt 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 Luq & Rail PV-A03 1 N.T.S. Not to Scale Not to Scale J FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS UniRac SolarMount Mounting Notes: Array Area: 185.0 ft Total Photovoltaic Dead Load: 3.41 psf t • Total Quantity of Attachments=28 R Array Weight: 630.1 Ibs Avg. Dead Load per Anchor: 22.5 Ibs 0 Roof Zones are defined by dimension, a=3.0 ft. Anchor Qty.: 28 . Maximum Allowable Cantilever for UniRac Rail is%3 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,Al2 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 .......................... .. .. . ... ...... .. . ...... Fax(413)683-2225 Max. UniRac Rail Cantilever. 16 in. O.C. 16 in.O.C. 16 in.O.C. • The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order to support the End Clamps. ................................................... ......................... Adjusted Anchor Span: 32 in.O.C. 32 in.O.C. 32 in.O.C. • UniRac requires one thermal expansion gap (6 in.)for continuous sections of rail greater than 40' in length GRID-TIED "'. '9'6. ".................96'.'..lbs..... .....'96.' '����' ' • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver.227.3, Pub 110616-1 cc, June 2011 Downforce Point Load: 296.8 Ibs 296.8 Ibs 296.8 Ibs y g p PHOTOVOLTAIC SYSTEM ".4.2.9"" ' .... '" """"""' "..118...i ...... . Attachment Locations, If shown, area approximate. Final adjustment of attachment location may be necessary depending on field Uplift Point Load: -142.9 Ibs -142.9 Ibs -118.1 Ibs pp � y rY p g DC 2.750kW STC Minimum Anchor Strength: 707 Ibs conditions.All attachments are staggered amongst the framing members. @ ItAUFMAN, LONNIE Average Safety Factor: 5.54 217 CARDINAL WAY FLORENCE, MA 01062 Project# 10210466 DESIGNER: Ash Bowersock REVIEWER: MLM VERSION DATE. 2015-02-11 REVISIONS I 36`-8" --- -- # By Date Notes I ' I 13' — - 1 a j; 4 I' ij I ii I i 5 9 N I I I II II I I 11'-1„ f j fl 1 I ly j I 1111 iI !I 1T-11" r ,i m m5' LL Z Q (N)PV Array 10 Solarworld Plus SW 275 Mono Black Modules Asphalt/Comp. Shingle Roof 2"X 8" Rafters @ 16"O.C. Pitch:36° Azimuth:191° 3/16"= V-0" x MODULE LAYOUT E PV-A02 S FOR CONSTRUCTION Equipment Specifications: Module: (10)Solarworld Plus SW 275 Mono Black -? Inverter 1: (10) Enphase Energy M250-60-2LL-S22 Racking: UniRac SolarMount Attachment Flashing: Eco-Fasten Green-Fasten with 32 Taugwonk spur,Al2 CP-SQ-Slotted Bracket and Aluminum Flashing (E) Property Line Stonginton,CT 06378 Phone(860)535-3370 (E)Single Family Dwelling Fax(413)683-2225 Roof Specifications: 217 CARDINAL WAY GRID-TIED Roof 1: "'-- PHOTOVOLTAIC SYSTEM Asphalt/Comp. Shingle (N)PV Array (Single Layer) 10 Solarworld 2.750kW DC @ STC 2"x 8" Rafters @ 16"O.C. Plus SW 275 Mono �7 `~ KAUFMAN, LONNIE Pitch: 36° I Azimuth: 191° Black Modules 217 CARDINAL WAY Array Size: 10 Modules _ FLORENCE, MA 01062 Project# 10210466 1 DESIGNER: Ash Bowersock REVIEWER: MLM VERSION DATE. 2015-02-11 REVISIONS # By Date Notes 2 _ 3 s' 5 0 r Equipment on Exterior Wall: CD (E) Utility Meter Equipment on Interior Wall: (E) Main Service Panel(POI via ~ breaker) (E) Property Line (N) Enphase Envoy ~"ry : Driveway LL m . 3 i Z O [p Q O N O 1/16"= T-0" N SITE PLAN A�tCard►na! Way W E S PV-A01 Y FORCONSTRLMMN City of Northampton r, _ Building Plan R eview Grid-Tied Photovoltaic System .�✓, S 212 Main Street 2.750 kW �±rrthampton, MA01Oeo DC Rating. �-1/ J Kaufman, Lonnie 32 Taugwonk Spur,Al2 QS�/�QGcIii4C 217 Cardinal Way Sheet List Stonginton,CT 06378 Florence, MA 01062 Phone(860)535-3370 Sheet No. Sheet Title Fax(413)683-2225 Jurisdiction: City of Northampton PV-000 COVER GRID-TIED PV-A01 SITE PLAN PHOTOVOLTAIC SYSTEM PV-A02 MODULE LAYOUT 2.7501kW DC @ STC ,Scope of'Work: General Notes: KAUFMAN, LONNIE RGS Energy shall install a 2.750 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A03 DETAILS 217 CARDINAL WAY totaling(10) Solarworld Plus SW 275 Mono Black Modules with(10) Enphase Of Northampton. PV-A04 MATERIALS FLORENCE, MA 01062 Erp&W U250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 2. All projects will comply with the Ordinances of the City of Project# 10210466 mounted on the asphalt/comp. shingle roof and interconnected via load side Northampton. PV-E01 ELECTRICAL DIAGRAM breaker connection . 3. Construction Hours:7am-8pm Monday-Friday, 9am-8pm Saturday, PV-E02 SYSTEM CALCS �ESiGNER: Ash Bowersock No time on Sunday or legal Holidays. REVIEWER: MLM 4. Product Data Sheets shall be included. PV-G01 SIGNAGE VERSION DATE. 2015-02-11 Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a Module:(10)Solarworld Plus SW 275 Mono Black licensed contractor. REVISIONS Inverter 1:(10) 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. Affachment 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 Wiring shall be run in metal conduit or raceways within enclosed 4 spaces in a building. Roof Specifications: 10. Conduit,Wire systems and Raceways shall be located as dose as 1° possible to ridges, hips, and outside walls. Roof Asphalt/Comp. Shingle 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall (Single Layer) use guidelines that minimize the total amount of conduit by taking the 2°x 8"Rafters @ 16"0.C. shortest path. Pike: 36° I Azimuth: 191° 12. Space Requirements for electrical equipment shall comply with NEC Article 110. Array Size: 10 Modules L 13. Equipment grounding shall be sized in accordance with Table 250.122. Ite$peCIfIC8t1ot1S: 14. Connectors that are not readily accessible and that are used in the circuits operating at or over 30V AC or DC shall require a tool for Occupancy. II opening and are required to be marked"Do not disconnect under r Design Wind Speed: 90 MPH load"or"Not for current interrupting",per 690.33(c)&(e). Exposure Category: C 15. All signage to be placed in accordance with local building code. Lean Roof Height: 25 ft 16. Signs or Directories shall be attached to the electrical equipment or LL Ground Snow Load: 40 PSF located adjacent to the identified equipment. AdD.Roof Snow Load: 30.8 PSF 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) T 2009 International Building Code(IBC) r 2012 International Fire Code(IFC) 2012 Uniform Mechanical Code(UMC) 2012 Uniform Plumbing Code(UPC) Not to Scale MA'78D CMR, 8th Edition �+ -in<*uwding 2/4/11 revisions to Tables R301.2(4)&R301.2(5) , % . r COVER ASCEIWANSI 7-05 Minimum Design Loads for Buildings and Other t ,V Struck ryes As amended and adopted by City of Northampton �� PV-000 4 !,y GREENFASTENT" PRODUCT GUIDE - GF-I k American Wood Council Lag Bolt Pull-Out Values y5�g s z3{? �} Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Log screw specifications Specific 5116"shaft* _ Gravity per inch thread depth w Douglas Fir,Larch .50 266 Douglas Fir,South .46 235 } Engelmann Spruce,lodgepole Pine .46 235 (MSR 1650 f&higher) t ° Hem,Fir,Redwod (close grain) .43 212 0 cl Hem,Fir(North) .46 235 Southern Pine .55 307 Thread Depth ° Spruce,Pine,Fir 42 205 Spruce,Pine,Fir .50 266 a (E of 2 million PSI and higher y o grades of MSR and MEL) co v v, s n { A 5 e � s qy 0 W r 5. Sec.6-1 I W, ; EII �, l, t aI GREENFASTENT"' PRODUCT GUIDE — GF-I Ai�3 ,. — -- ---- --- -- -- --- ----- - - ------ ------ --------- -------------- ----- — ----- ------ -- � � ,, Speci ficotions t� 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 I. SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown In load A. WORK INCLUDES test data. C. Submit installation instructions. 1. GreenFasten solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed J= attaches directly to the roof deck- VIM, ultimate and allowable load values. to accept EPDM bushing. y 2. Provide appropriate bracket and fasteners for the roof system. D. Bushing is EPDM. 1.4 QUALITYASSURANCE i r B. RELATED SECTIONS Installerto 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. z 2.Section 07500:Roofing than 5 years in the area of the project. a4 3.Division I:Administrative and procedural 2.3 FINISH—Mill Finish $c requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum ' 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer B. Base flashing(choose one) i within 24 hours of any missing or defective items.Keep 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. 1.Mill Finish ao A. COMPONENTS: " w 2.Black- kynar painted GreenFasten system consists of aluminum PART 2 - PRODUCTS flashing with integral EPDM bushing and one 3.Dark Bronze- kynar painted °3 bonded stainless steel and EPDM washer. t 2.1 MANUFACTURER 2. Fasteners EcoFasten Solar® PART 3 - EXECUTION � A.To be of metal compatible with aluminum o p 289 Harrel St.Morrisville,VF..05661 �. GreenFasten components. o (877) 859-3947 3.1 EXAMINATION i A B.Fasteners should be selected for www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets compatibility with the roof deck are to be installed and verify that it will withstand t -S C.Fastener strength should exceed or be equal 410 � � � 2.2- MATERIALS any additional loading that it may incurred.Notify g I g to that of the allowable load of the system.See test data at www.ecofastensolar.com A. Attachment Bracket General Contractor of any deficiencies before ' 3. Sealant(if required by roof manufacturer): 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. 3 B. Verify that roofing material has been installed E to be roof manufacturer approved. I. F-I I o correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L-101-3" 3. L-102-3" 3.2 INSTALLATION r ' t B. DESIGN REQUIREMENTS: 4. CP-R Bracket spacing to be recommended by 5. CP-SQ A. Comply with architectural drawings and 6. SL-102-6" project engineers recommendations for location co project engineer. of system.Comply with Manufacturer's written co 2. Install a minimum of one fastener assembly. 7. Z-101 installation instructions for installation and layout. 3. It is important to design new structures or 8• Custom s ` assess existin structures to make sure that g they can withstand retained loads. �. U- 0 U Sec3-1 s GREENFASTENT11 PRODUCT GUIDE - GF-I Bracket Options - CP-SQ F F j . .375-.008 CIO 1 2.000 .025 Y, w o r � B u ` d 2.000__.025 t �b rn M ■ 3 � ',071 , k �' co 377 .010 THRU rgg _ .875 .0 O X 82 NEARSIDE ;,k rt . :' o " Compression Plate 2" X 2" Mill Aluminum -r, 6 _ Sec_4-4 GREENFASTENT"' PRODUCT GUIDE — GF-I f GFI- L 812 { t: y�N .Y� ' � -�--- 8.000 .005 R.38 .032 § F�4 .0 l Of v 12.04- .125 <: u Ln rs, 3.00- .125 IJ 4.44- 125 - - - .26-.41 -- ai 05 � � L ($ co v Finish Options BLK= Matte Black LL w BRZ = Medium Bronze MLL = Mill Finish �.� Sec.4-2 KN. GREENFASTENT" PRODUCT GUIDE - GF-I ------------------------------------------------------------------- Exploded Product View � f t� { T 4. k U 3 V w a q i v L it a CO o v w *Note:Numbers correspond with B.O.M,Sec. 3-1 i _._ n Sec.I-I a rm 'PRODUCT 7 Gen t jtt 1, T GUIDE 4 11.",f, 11,r I i ;,Ai,e € f k 1 S f s: Cv-�--erfasten G - C intents _ f �lodecl P�oclu�i i6 £ .k ( °„ , t '.� ![ns i ati�r lnstr uctions—Sec.2 t # TV- 3" d ",S yy'6, }} F!c 4 S` I fr € c 1. ��l 1"!dtE'C'al, ?+✓�rC.J 4 ( I Y l !Y t t 7z J 4,ts r t y d a {$ My s``a, { A t � .,, Cut eets—,Sec.4 £ sF lit :q { 3 f# i S i o!,}3t�� `,{ � 1CtiolS L .S. r l.ag Bolt Pull'Out.Value sec, r { �eakTes - Sec.7 4, i IN �_ .4 f 1 S r#' - t t, t .. T4 4 N t 3 it a 9 xS"F II£{ f ga h I Pi } x C 0 F stidn polar® r i a , Committed to the Support of Renewable Energy Ns Y { A SOLARMOUNT-7echnical Datasheets UNIRAC 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 !/4" HEX HEAD SCREW 1/4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR L: --T 3/8" HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 Y Y +-1.875 A ►X rX SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a SOLARMouNrr Technical Datasheets U NII RAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys: 6005- T5,6105-T5,6061-T6 - Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height: --0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated 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 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 19StaTrccui Direction Ultimate Allowable Load Factor, Load Factor, «waaw�xr Ibs(N) Ibs(N) FS Ibs(N) 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 a . . Technical . . . - - UNIRAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum mi ` Bolt alloys:6005-T5, 6105-T5, 6061-T6 a a a Nu Clamp Ultimate Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized 0 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 �a 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 LODDWAKE Direction Ultimate Load Factor, Load Factor, `+ ENMao�acs Ibs(N) Ibs(N) FS Ibs(N) N 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)t490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 olt Ultimate tensile:38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized End clamp weight:varies based on height: 0.058 Ibs (26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one'/4"-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 ,., Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, HEIGHT Ibs(N) Ibs(N) FS Ibs(N) 0 WITHS Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 "OMAr Transverse,Z± 63(279) 14 (61) 1 4.58 1 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79 (349) 0.555 Dimensions specified in-inches-unless-mooted SOLARMOUNT Technical Datasheets u. U NJ RAC SolarMount Technical Datasheet Pub 110818-1 td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom '(Vut' (hidden..s alloys:6005-T5, 6105-T5, 6061-T6 Up Clip no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized r 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'/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, a Ibs(N) lbs(N) FS Ibs(N) cD - 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 A • t.0© ►X Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181) 1 0.619 Dimensions specified in inches unless noted a a 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 39.4 V Open circuit voltage Vo d 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current I m 9.58 A Short circuit current I m 7.75 A Maximum power point current In 8.94A Maximum power point current I 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(Fr..)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). 1+1-2%)of the STC efficiency(1000 W/m2)is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48'C Cell type Mono crystalline TC I 0.04%/'C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCvoc -0.30%/'C Front Tempered glass(EN 12150) TC Pm -0.45%/'C Frame Black anodized aluminum Operating temperature -40'C to 85'C Weight 46.7 Ibs(21.2 kg) SYSTEM INTEGRATION PARAMETERS IF` 1000 W/m2 Maximum system voltage SC 11 1000V 800 W/m2 Max.system voltage USA NEC 600 V -- -- Maximum reverse current 16A a 600 W/m2 Number of bypass diodes 3 5 UL Design Loads" Two rail system 113 psf downward 64 psf upward 400 W/m2 170 psf downward UL Design Loads" Three rail system 64 psf upward 200 W/m2 113 psf downward IEC Design Loads` Two rail system 50 psf upward 100 W/m2 P P Please refer tothe Sunmodule installation instructions for the details associated with these load cases. Module voltage[VI Voc 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 1610% 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 ♦Grounding Locations: ry 4 corners of the frame 4 locations along the length of the module in the extended flanget 1.34 34 x4 4.20(107)t 1.22(31) 39.41(1001)--�I tAll units provided are imperial,SI units provided in parentheses. SolarWorld AG reserves the rightto make specification changes without notice. SW-01-6025US 02-2014 TUV Power controlled: 10M. w'd Lowest measuring tolerance in industry 1 iQ 000001A'`� Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J Sunmodule Plus: Positive performance tolerance 25-year linear performance warranty and 10-year product warranty 4 J Glass with anti-reflective coating J World-class quality Fully-automated production lines and seamless monitoring of the process and material P pVE rl• ••:.d.iecenw �• „.d • .nodm m.P.cB.n andwaia m+r•rarr • C P.— one.nrind B rrnmr._..rxnnµ ensure the quality that the company sets as its benchmark for its sites worldwide. Mwlnp sand ro•NWd „rr 88 SolarWorld Plus-Sorting Q"Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that _S�i�_ rnarowirnrc:r.00„�r us have greater than or equal to the nameplate rated power. ~-'� UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years CE . . SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of e, 25 years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years! *in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. February 12,2015 To: Code Enforcement Division From: James A.Marx,Jr. P.E. Re: Engineer Statement for Kaufinan Residence,217 Cardinal Way,Florence,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer composition): 2"x 8"rafters at 16"c-c,having rafter slope distance 17'-11"and rafter span 13'-0",pitch 36 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 5116"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. 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, °F MASSAc,y . yr s� 03� James A.Marx,Jr. �0 Professional Engineer REo}5� MA 36365 o sS1 10 High Mountain Road Ringwood,NJ 07456 I cc:RGS Energy 11 R Gj S Property Owner Consent Form Owner: L-t>m1( . -t-"MG�vl Address: Z�7 Cc cJ��\(,\ Town: V 1ao(eA(-( - I State: MA Zip: 0 1Q L Phone: YI3-5' -g317 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 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Tauqwonk Spur, Unit A-12 City/State/Zip: Stonington. CT 06378 Phone#: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 320 4. ❑ I am a general contractor and 1 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. $ 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 l.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees.[No workers' 13.❑x Other solar panels comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc 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: 217 Cardinal Way City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify]under the pains and penalties of perjury that the information provided above is true and correct. Sicnature: M 46-'t Date: "�/' �5 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 Add 6s - Expiration Date / t F _7 ;( 413-977-9593 Sfgnature °� Telephone 9.Realatered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32,Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Address ;1 Expiration Date `r1 Telephone 860-535-3370 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0 No...... ❑ 11. Home Owner Exemation 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 resnonsible 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 F__J Addition ❑ Replacement Windows Alteration(s) E] Roofing Q Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks (Q Siding[0] Other[[a] solar Brief Description of Proposed Work: Installation of a 2.75kW roof mounted solar array using 10 SolarWorld SW275 Mono modules,10 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 ga.if New house and or addition to existing housing, complete the followina: 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, Lonnie Kaufman 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 'J13 l 1'� 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 Signature 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 O DON'T KNOW Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW YES Q 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 0 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 Q 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 ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only ty of Northampton Status of Pence: ilding Department Curb CutlDrivoway Permit D 12 Main Street Sewer/Septic Avail FEB _i t✓�'� Room 100 Water/Well Ava ab ty I t ampton, MA 01060 Two Sets of Structure!Mans 7-1240 Fax 413-587-1272 Plot/Slte Flans Electric,Plumbing Gas Inspect Specify Northampton,MA 01060 Other. , 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 217 Cardinal Way Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Lonnie Kaufman 217 Cardinal Way,Florence,MA 01062 Name(Print) Current Mailing Address: 413-587-2419 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba, ells 5-runw 32 Taugwonk Spur,A-12, Stonington, CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature' Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 3,000 (a)Building Permit Fee 2. Electrical 11,000 (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) 14,000 Check Number This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2015-0796 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON06378 (860)535-3370 Q PROPERTY LOCATION 217 CARDINAL WAY MAP 36 PARCEL 320 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Zn Building Permit Filled out Fee Paid Tyueof Construction: INSTALL ROOF MOUNTED 2.75KW SOLAR ARRAY 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 OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: pproved 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 lay aii cici 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. 217 CARDINAL WAY BP-2015-0796 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-320 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-2015-0796 Project# JS-2015-001550 Est. Cost: $14000.00 Fee: $84.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 18338.76 Owner: KAUFMAN LONNIE&ERIKA FRANK zonine: Applicant: REAL GOODS SOLAR INC AT: 217 CARDINAL WAY Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:211812015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 2.75KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 2/18/2015 0:00:00 $84.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner