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36-216 (5) i i I I �� i i I I i i i I i i i i FOR CONSTRUCTION _ '��77 Ground WEEB& v.. Module Clamp R.G S Unirac Solarmount Rail w/L-foot o 2'(5 Mor Green Fasten Flashing: 32 Taugwonk Spur,Al2 Pius�� cJhC�g\e "� ECO-GF1-BLK-812 With hone(860)cT - 37 Phone(860)535-3370 PsPra`�GocnP t�' O G Rooftop Module(TYP.) —`__ �. ECO-CP-SQ Compression Bracket Fax(413)683-2225 @2 5/16"x 3.5"S.S. Lag Bolt GRID-TIED w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2'X ess @2 Sealed w/Approved Sealant 7.425kW DC @ STC DRABEK, ROBERT 16 BIRCH LANE FLORENCE, MA 01062 Project# 10133441 1 Attachment Profile Z Attachment Detail DESIGNER. DKN REVIEWER CR VERSION DATE. 2014-10-01 20"Max 20" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes „rIV w +r I II u I I Roof "" z ,II 11 II II I Attachment " 3 Anchors located on alternate roof r - framing members „ 11 __ II i Stagger splice locations Min of 2 supports m 48”Max within the each row of modules on either side of splice Anchor Spacin SolarMount Rail with a max spacing of 60" 3 Staggered Attachment Detail T 4 Rail S lice Detail NTS NTS x °o m m Roof Framing PV Module WEEBLu Unistrut Sub UniRac L-Foot w/ g SS Washer Z Rail _`�� 'i i1 i ii nistrut Spring Nuts Ground Wire u Q U &N t I, Unirac Rail 11 11 I SS Bolt i, 11 11 II I 1 II 1 2'-611 Anchors located 1f s on alternate roof framing members 11 II , SolarMount Rail SS Flat SS Bolt s��F 48"Max Washer VARIES Anchor Spacin DETAILS 5 Sub-Structure Attachment Detail Groundin Lu & Rail Not to Scale 6 Scale: N.T.S. PV-A03 FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS Array Are,: 499.6 ft2 Total Photovoltaic Dead Load: 3.28 psf s: d Array Weight: 1636.5 Ibs Avg. Dead Load per Anchor: 27,3 Ibs Anchor Qty.: 60 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Max. UniRac Rail Span: hone(860)535-3370 P 60 in. O.C. 60 in. O.C. 6..in. O.C.OCFax(413)683-2225 ........................... ........................... .................... . . Max. UniRac Rail Cantilever: 20 in. O.C. 20 in. O.C. 20 in. O.C. ........................... ........................... ........................... Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. 34'-7" GRID-TIED ................................ 7'7............... ............... PHOTOVOLTAIC SYSTEM Downforce Point Load: 377.9 Ibs 377.9 Ibs 377...Ibs ...................................................... ........................... Uplift Point Load: -329.6 Ibs -211.9 Ibs -119.5 Ibs 7.425kW DC @ STC Minimum Anchor Strength: 707 Ibs 7" DRABEK, ROBERT Average Safety Factor: 436 16 22'-3"' FLORENCE, OE062 Project# 10133441 DESIGNER: D/�KN REVIEWER: CR .___�..._---------------�. 9" VERSIONDATE. 2014-10-01 I _I # ! ! 1 REVISIONS 1 I ! ! ! # I 1 ! I 1 1 # ! I I 48„ 1 ! 1 1 # ! 1 ! # By Date Notes 1 1 1 ! J I l 1 2 1 I I ! # J 1 1 J L __ ! , ___! , 4 20'-1" 21'-6,. r= ! I I I I ! ! 1 4— i _: :J 1 1 1 1 I f I B 1 ! 8 1 I I ! I ! ! 1 I i o - }---------i- --t }--J -t - - -__t _-_I Z a 11'-1" 16'-8" • Total Quantity of Attachments=60 M • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SSs 3/16"= T-0" • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. N MODULE LAYOUT • UniRac Requires one thermal expansion gap for every run of rail greater than 40' • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 110616-1cc,June 2011 w E • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be PV—A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. s i i I I i FOR CONSTRUCTION R G 7� 32 Taugwonk Spur,Al2 Stonginton,Cr 06378 Phone(860)535-3370 Fax(413)683-2225 GRID-TIED • PHOTOVOLTAIC SYSTEM ° • ' 7.425kW DC aL7 STC DRABEK, ROBERT .',• .f. .• ..ed . 4..• .' .° 4" °.• s'.• • .' ° 16 BIRCH LANE ° °'• A. , • ° • :, FLORENCE, MA 01062 -•y .� . d4. • :• . . :,` a •, p. c '.. :. °.,° 44 Project# 10133441 d' ••. A A , ..•. (E) Driveway y ° d• • ° • ? .• f. a. a DESIGNER: DKN • ' REVIEWER: CR a . _ a,. • •° .. .'.. a • . 4 . .d. .s VERSION DATE 2014-10-01 • d •° • ' � .' •• i ° . 4 .f e • a REVISIONS • f ° ° ,a. • • .°' a ••' ♦ . °• + : ° # By Date Notes • a,:. ° . To: Birch Lane • ♦ ° d • p ♦. a, ♦ 3 e e 4 (E)Single Family Dwelling ' f.. d ' f r 3 °'• m 5 ` ° Ad x � e °o ap D m -- — —--- --- - d m m m Equipment Location: Exterior (E) Utilty Meter (N)Junction Box- POI (N) Fused PV AC Disconnect (N) PV Array: (N) PV Production Meter/Monitor 27 Solarworld Plus SW 275 Mono Black Modules (N) PV AC Combiner Panel 27 Enphase Energy M250-60-2LL-S22 Micro-Inverters Equipment Location: Interior Asphalt/Comp. Shingle Roof (E) Main Service Panel 1/16" 1'-0" 2"X 10" Rafters @ 24"O.C. � = Pitch:23° Azimuth:180' N SITE PLAN W E 7'r PV-A01 S FOR CONSTRUCTION C`t"of Northampton Grid-Tied Photovoltaic System Building DeparbTot Z�_� DC Rating: 7.425 kW Ma _72� 2 t Drabek, Robert Zmpton, M 01060 32 Taugwonk Spur,Al2 16 Birch Lane � -S 2 ''`G��- Stonginton,Cr 06378 Phone(860)535-3370 Florence, MA 01062 � Jurisdiction: Town of Florence Fax(413)683-2225 GRID-TIED PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 7.425kW DC @ STC Scope of Work: General Notes: PV-000 COVER DRABEK, ROBERT RGS Energy shall install a 7.425 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the PV-A01 SITE PLAN 16 BIRCH LANE totaling(27)Solarworld Plus SW 275 Mono Black Modules with(27) Enphase Town Of Florence. FLORENCE, MA 01062 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 2. All projects will comply with the Ordinances of the Town of Florence. PV-A02 MODULE LAYOUT Project# 10133441 mounted on the asphalt/comp. shingle roof and interconnected via supply side 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A03 DETAILS DESIGNER: DKN tap. No time on Sunday or legal Holidays. 4. Product Data Sheets shall be included. PV-A04 MATERIALS REVIEAER: CR Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM VERSION°ATE 2014-10-01 Module: (27) Solarworld Plus SW 275 Mono Black licensed contractor. Inverter 1: (27) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS Racking: UniRac SolarMount laboratory. PV-G01 SIGNAGE # By Date Notes 7. Certifications shall include UL1703, IEC61646, IEC61730. Attachment Flashing: Eco-Fasten Green-Fasten with 8. A continuous ground shall be provided for the Array and for all CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. 2 9. DC Wiring shall be run in metal conduit or raceways within enclosed 3 spaces in a building. 4 Roof Specifications: 10. Conduit, Wire systems and Raceways shall be located as close as Roof 1: possible to ridges, hips, and outside walls. 5 a 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 10" Rafters @ shortest path. 24"O.C. 12. Space Requirements for electrical equipment shall comply with NEC Pitch: 23° 1 Azimuth: 180° Article 110. Array Size: 27 Modules 13. Equipment grounding shall be sized in accordance with Table 250.122. Site Specifications: 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 X Occupancy: II opening and are required to be marked"Do not disconnect under Design Wind Speed: 90 MPH Exposure Category: B load"or"Not for current interrupting", per 690.33(c)&(e). m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. Ground Snow Load: 40 PSF (Reducible) 16. Signs or Directories shall be attached to the electrical equipment or m Adj. Roof Snow Load: 30.8 PSF 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 2009 International Residential Code(IRC) lettering, a minimum of 318"height and all capital letters. , 2009 International Building Code(IBC) 2012 International Fire Code(IFC) " 2012 Uniform Mechanical Code(UMC) 2012 Uniform Plumbing Code (UPC) CID MA 780 CMR, 8th Edition �A M­V�N r i -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) E N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other } Structures COVER As amended and adopted by Town of Florence ,:. a PV-000 NJ Nt.MM GREENFASTEN h, PRODUCT GUIDE - GF-I American Wood Council Lag Bolt Pull-Out values Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Lag screw specifications ' Specific t PON 5116"sha ft Gravity 3 � per inch thread depth M w Douglas Fir,Larch .50 266 ti Douglas Fir,South .46 235 ry 3 Engelmann Spruce,lodgepole Pine 46 235 g v (MSR 1650 f&higher) of ( _ 4_ ' Hem,Fir,Redwod (close grain) .43 212 . Hem,Fir(North) .46 235 IJAWIR � ' Southern Pine .55 307 Depth Ki r o Spruce,Pine,Fir .42 205 j t� rt z Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher - UN§ r x o grades of MSR and MEL) } v J v n4' r+� co co co 3 b p a' C N ro w Sec.6-1 — `c'.asre S_tar� di . .err rror Freer ,c ;�t "J nyR=v_e ' GREENFASTENr' PRODUCT GUIDE - GF-I Vi - -- Specifications PART I - GENERAL 1.3 SUBMITTAL B. Fasteners(may be supplied by others)to be A. Submit manufacturer's written specifications. compatible with chosen roof application and 1.1 SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load A. WORK INCLUDES a C. Submit installation instructions. test data. . Green Fasten solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed � gat attaches directly to the roof deck. h�l � ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners P g '# for the roof system. D. Bushing is EPDM. b 1.4 QUALITYASSURANCE B. RELATED SECTIONS Installerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless 1.Section 07600:Flashing nd Sheet Metal specified roofing material and snow guards for no less and EPDM. g P g g t 2.Section 07500:Roofing than 5 years in the area of the project. 3.Division I:Administrative and procedural 2.3 FINISH-Mill Finish requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum f 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) # } 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. 1.Mill Finish v A. COMPONENTS: w 1. Green Fasten system consists of aluminum 2.Black-kynar painted flashing with integral EPDM bushing and one PART 2 - PRODUCTS 3.Dark Bronze-kynar painted v bonded stainless steel and EPDM washer. 2.1 MANUFACTURER v 2. Fasteners Q:: EcoFasten Solar R PART 3 - EXECUTION A.To be of metal compatible with aluminum ± 0 289 Harrel St.Morrisville,VT.05661 GreenFasten components. (877) 859-3947 3.1 EXAMINATION 4-1 B.Fasteners should be selected for CL www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets i compatibility with the roof deck. are to be installed and verify that it will withstand C Fastener strength should exceed or be equal 21- MATERIALS any additional loading that it may incurred.Notify a Q to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before 2nd v See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. E 3. Sealant(if required by roof manufacturer): B. Verify that roofing material has been installed o to be roof manufacturer approved. F-I I I correct) prior to installing olar attachment brackets. �_ 4. Aluminum attachment bracket 2. L-101-3" y p g 3. L-102-3" CPR 3.2 INSTALLATION 4. 4 s F B. DESIGN REQUIREMENTS: A. Comply with architectural drawings and I. Bracket spacing to be recommended by 5. CP-SQ � g CO 6. SL of project engineers recommendations for location ro ect engineer. F p I g of system.Comply with Manufacturers written o� 2. Install a minimum of one fastener assembly. 7. Z- 01 installation instructions for installation and layout. ,i 4 3. It is important to design new structures or 8. Custom assess existing structures to make sure that they can withstand retained loads. w A;] -,rw.c. .,�...,e. _v .?;l t,.._,.rred ?5!II Sec.5-1 FY GREENFASTEN PRODUCT GUIDE - GF-1 Bracket Options - CP-SQ .375 .008 a rte` -- 2.000-.025 � W Y 8 g 3 v v 3 o 0 v '�� 2.000 -.025 C I . iq E r , Ln co f co y 377 i HRU 875 .0110 X 82 NEAR SIDE w Compression Plate 2" X 2" Mill Aluminum Sec.4-4 ,i�f III P41 GREENFASTENT"" PRODUCT GUIDE — GF—I GFI- L812 a , j 8.000 .005 R.38 -- .- -■- - .032 lao lu W o 3 F 12.00- .125 o to ".r. r'..." 3.00 125 E 4.00 :125 - .26-.0 rn < & o q k oo Y b a,, # a ro PA, n° Finish Options BLK= Matte Black ° BRZ= Medium Bronze w MLL= MIII Finish AP bror ,_ e,—de, w. n;.43 K"ts-ser,ed 02 i6 Sec.4-2 y GREENFASTENT"' PRODUCT GUIDE - GF-1 -- -- -- Exploded Product View KWM x ' '�R 4 a - i 4O �3 '. r o - - `° " 0 r� � V 4 W *Note: Numbers correspond with B.O.M,Sec. 3-1 Sec.(-I ` h } i - ` , «t 2 -r low,Q { PAPDUCT'GUIDE t ,6 3 ? 5 ( s ! 3 f € MIT �I k( €' d S E } y } {r.MIAMI,k '1 } Wom 'Ai 4 , s ,`' s S 44t % 'i -i4llel {< ' x t i^Xplc3ded Pccluct Vie�ry�-Sec. i KINM aIll©n ,ln5tructQns € 'i 7 }z r 7 as `'>� :f 'a 3 x, z'' ,k;-. i ;,.. .. , THU ..� gz ` 3 w mill Yaf l`1aer�als Sec.3 f gt fd %� c .r tfi �.;..� � a.£'. r1 ja iF de, {r #.: x g ` ji $< # �� .,.r �7",:, <, y, , ,� ''.S } '1�},. r moist } l' }.':< si<"s v � ,',t':$ �i �3� L,^•�-:. �LL.J v�ei... �� . �'.�,-fill logo� j „; = Vow <; ! ,<. r y .€ „ sa'" <} a t 3: ncr t,: tAl� �3,� G .-7 pp } ► - 1 '�'' t T' i r C;�_ wa„t} � � ,.a�€ a'2 ��' '�.` 2 x�#�' {�il�� } E. �F � r:' y'`s'$ sit i Qt#. ��.}I" tJ t. c, s,-4-tec. 6. � n € "t,t 11041110,150, 1 ­­ ki ry In'- _ ' af i ' � a # r g In W }' f 2 n ` t. A' Ali yaw f sit K Ax, 3 � d T Y r VVy its U 11% .' 9a x G i l a k arc 9 to z, t F yj NUT it! V11 OIL 1PAPT; oil! es my MOWN!, FANS } £ a nut i } # ( t o% 5 4i S: s F i AlAd A SRI o are AT, y: 0 F4 Compli*d to the Stjppori of Renewable Energy zf i f dneUNIRAC SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-13, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1328 1/" HEX HEAD SCREW a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR HEX BOLT 0 SLOT FOR 1.385 HEX BOLT .387 .750 1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted . . . Technical . . . - - ::8UNIRA 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 °y 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 0 For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errafed ASTM F594'/e"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 ASROT iQA Direction Ultimate Allowable Load Factor, Load Factor, awwaw Ibs(N) Ibs(N) FS Ibs(N) (D r ' Sliding,Zt 1766 7856 755 3356 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492)1 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 1 0.664 i i I SOLARMOuNT Technical -Datasheets UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D rip Bolt Mid clamp material: One of the following extruded aluminum Mid la a Nu alloys:6005-T5,6105-T5,6061-T6 Clamp ti. Ultimate tensile: 38ksi,Yield: 35 ksi 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 retain a module in the direction indicated • Assemble mid clamp with one Unirac 1/,"-20 T-bolt and one'/<"-20 ASTM F594 serrated flange nut Beam Resistance 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 Applied Load Average Allowable Safety Design Resistance �,w n►srurcr - Direction Ultimate Load Factor, Load Factor, ee+wF"des 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 1 346(1539) 0.665 Y Sliding,X± 1194(5312) t 490(2179) 1 2.44 1 741 (3295) 1 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,3020120 End clamp 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 • 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'/<"-20 T-bolt and one W-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 .x i.s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, ' Ibs(N) Ibs(N) FS Ibs(N) (1) VANES WtH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODAs TWO0051. Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions specified in inches-unless-noted Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 OUNIRAC . . . - . . . . - - SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom hlddens alloys:6005-T5, 6105-T5, 6061-T6 -"Nut .. Up Clip f ` no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Bolt • Allowable and design loads are valid when components are Beam assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/"-20 ASTM F593 bolt, one'/<"-20 ASTM F594 serrated flange nut, and one%"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- =r" party test results from an IAS accredited laboratory �r • 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, i lbs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y I A Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 — a.ao ►X ' Sliding,Z± 66(292) 1 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a s t S PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m=,NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp Open circuit voltage Vu n, 39.4 V Open circuit voltage V, 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current I mU 9.58 A Short circuit current o 7.75 A Maximum power point current I 8.94A Maximum power point current 7.22 A 'STC 1000 W/mz,2S•C AM 1,5 Minor reduction in efficiency under partial load conditions at 25•C.at 200 W/m',100% 1)Measuring tolerance(P_)traceable to TUV Rheinland+/-2%(TUV Power Controlled). (+/-2J)of the STC efficiency(1000 W/rnz)is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48`C Cell type Mono crystalline TCI 0.04%/'C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC— -0.30%/-C Front Tempered glass(EN 12150) TCP., -0.45%/°C Frame Black anodized aluminum Operating temperature -40°C to 8S'C Weight 46.7 Ibs(21.2 kg) i SYSTEM INTEGRATION PARAMETERS L 1000 W/mz Maximum system voltage SC 11 1000 V 800 W/m° Max.system voltage USA NEC 600 V Maximum reverse current 16 A Number of bypass diodes 3 600 W/mz 113 psf downward UL Design Loads` Two rail system 64 psf upward a 400 W/mz UL Design Loads Three rail system 170 psf downward 64 psf upward 200 W/mz 113 psf downward 100 W/m z IECDesrgn Loads" Two rail system 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with -- -- -- .--- ---- - `/- these load cases. Module wltage(V1 V. ADDITIONAL DATA -z x4 37.44(951) Powersorting' O WP/+5 Wp 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 r ♦Grounding Locations: 4 corners of the frame 4locations along the length of the module in the extended flanget L1.3 •I 20(107)t 1.22(31) �- 39.41(1001)�I All 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 TUV Power controlled: TOVRh.1n1and Lowest measuring tolerance in industry 'O 1 000002.13 Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J - Sunmodule Plus: Positive performance tolerance J 25 year linear performance warranty and 10-year product warranty J Glass with anti-reflective coating J World-class quality 0111111d,IEC 11111 3 nomom.Tm:r. Fully-automated production lines and seamless monitoring of the process and material pVE go•h t••^d,rec 61 7M �.= r...d r..wdm mspscnoa •vedomc msv.cdo ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting nF�nM.�E�rF SP� Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that -sue "" 's'""'s'""' v�mvarar.Pnooucr C US have greater than or equal to the nameplate rated power. UL 1703 . .00 25 years linear performance guarantee and extension of product warranty to 10 years IS014001 CE SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of - i L_ Certified 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.' `in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld-com/warranty SOLARWORLD 1111,% � solarworld.com We turn sunlight into power. October 2, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Drabek Residence, 16 Birch Ln., Florence, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer shingles): 2" x 10" rafters at 24" c-c., having roof slope distance 21'-8",pitch 23 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 and CP-SQ Bracket with supports at 48" max. spacing and securely fastened with 5/16" dia. x 3 '/z" SS lag bolts. All attachments are staggered amongst the framing members. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members. Landscape modules have rails parallel to rafters and have unistrut channel substructure for anchorage to rafters if required as shown on drawing PV-A03. 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, r� •,I�.Mf m�� James A. Marx, Jr. Professional Engineer MA 36365 . ` 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy R Property Owner Consent Form Owner: Add ress: Town: I State: Zip: U,/, Phone: I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Property Owner Date Q I juvwnA Spor Al2.Stoningicni,CI (kl,;79 td,$N)5,15A,70 IxN 411"X3,2225 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street 10 Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(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 120 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 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.❑ 1 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 16 Birch Lane 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. Signature: 12, Date: (0 1,;4 IT 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 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phil Smith 108025 License Number 9 Briggs Str , Easthampton, MA 01027 4/22/18 d s Expiration Date 413-977-9593 Sig atAJ Telephone 8.Realstered 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. " Expiration Date (&&L t"" 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....... R) 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 i i i i i i I SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other(EQ solar Brief Description of Proposed Work: Installation of a 7.425kW roof mounted solar army using 27 SolarWorld SW275 Mono modules,27 Enphase M250-60-2LLS22 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 X No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? X Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Robert Drabek as Owner of the subject property hereby authorize Alteris Renewables dba RGS Energy to act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached I D1 Itl 14 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 ® DON'T KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONTr KNOW YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO (F) DONT KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO e IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only y of Northampton Status of Permit; (ding Department Curb Cut/Drtveway Permit 11 li OCT 28 2014 w 12 Main Street SewerlSepticAvallability Room 100 Water/Well Availability_ Electric, Plumbing&Gays Inspe odliampton, MA01060 Two Sets of Structural Plans North`'n'ptcn, o s 7-1240 Fax 413-587-1272 Plot/Ste Plants Other;Sp+eeify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Procerty Address: This section to be completed by office Map Lot Unit 16 Birch Lane Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Robert Drabek 16 Birch Lane,Florence,MA 01062 Name(Print) Current Mailing Address: see signed authorization form attached 413-570-0112 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dbs k6s w'J y 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: , 860-535-3370 Signature T Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 7,000 (a)Building Permit Fee 2. Electrical 26,000 (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) 33,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0492 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 16 BIRCH LN MAP 36 PARCEL 216 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALLATION OF A 7.425 ROOF MOUNTED 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 FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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 elay 16 - i-7 42�� Si Kre of Bui ding fficia 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. 16 BIRCH LN BP-2015-0492 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-216 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-2015-0492 Project# JS-2015-000905 Est. Cost: $33000.00 Fee: $198.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 86248.80 Owner: DRABEK ROBERT&YAN SHEN Zoning: Applicant: REAL GOODS SOLAR INC AT: 16 BIRCH LN Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.1012912014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLATION OF A 7.425 ROOF MOUNTED SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 10/29/2014 0:00:00 $198.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner