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29-014 FOR CONSTRUCTION Ground WEEB& v. Module Clamp ' Unirac Solarmount o g1acK �, Rail w/L-foot 215 Mon 32 Taugwonk Spur,Al2 s 5\t4 ,- Green Fasten Flashing: Stonginton,CT 06378 Phu _ Sh��g\e ECO-GF1-BLK-812 With Phone(860)535-3370 Gocnp Module(TYP.) --- ECO-CP-SQ Compression Bracket Fax(413)683-2225 PSO-o 160 00. Rooftop 5/16"x 3.5"S.S. Lag Bolt GRID-TIED Fia�e�s w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2'X6 16 Sealed w/Approved Sealant eCS @ 9.900kW DC @ STC 2 X61 RO G WARAWKA, MICHAEL 16 HICKORY DRIVE FLORENCE, MA 01062 Project# 10223559 1 Attachment Profile Attachment Detail DESIGNER DKN REVIEWER CRf� O VERSION DATE. 2014-09-18 20"Max 20" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes 11 tl I II I Roof z Attachment 3 a Anchors located 11 I,11 11 t 11 s on alternate roof 11 framing members N II Stagger splice locations Min of 2 supports within the each row of modules on either side of splice Anchor Max Solarmount Rail with a max spacing of 60" r 3 Sta Bred Attachment Detail T 4 Rail S lice Detail NTS NTS X °o al m a'l U_ WEEBLug SS Washer Q Module Frame Ground Wire &Nut SS Bolt Unirac Rail SS Bolt Nib ° Unirac UGC-1 SS Flat Washer SS Bolt ��E VARIES Unirac Rail DETAILS 5 Groundin Cli & Module 6 Groundin Lu & Rail Scale: N.T.S. Scale: N.T.S. PV-A03 FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS ��'�, Array Area: 666.2 ft- Total Photovoltaic Dead Load: 3.32 psf Array Weight: 2212.1 Ibs Avg. Dead Load per Anchor: 27,7 Ibs Anchor Qty.: 80 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. Phone(860)535-3370 Fax(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. GRID-TIED ...................................................... ........................... PHOTOVOLTAIC SYSTEM Downforce Point Load: 378.5 Ibs 378.5 Ibs 378.5 Ibs ........................... .....................................I................ Uplift Point Load: -296.3 lbs -184.1 Ibs -113.7 Ibs 9.900kW DC @ STC Minimum Anchor Strength: 707 Ibs WARAWKA, MICHAEL Average Safety Factor: 5.12 16 HICKORY DRIVE FLORENCE, MA 01062 60'-7" 01 Project# 10223559 DESIGNER: DKN 1 REVIEWER C O 37' 4'-10" 16'-9" VERSION DATE 2014-09-10 REVISIONS 1' # BY Date Notes 1 2 I I 4 a2 5 i _- — - -_ _-_— -- - - -- - -- 1 p - - - o 20'-3" i U oC O X 0 o � I m caa v 5 LL 2 Q 13'-5" ol • Total Quantity of Attachments=80 • 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"= 1'-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. 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 • 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. `' FOR CONSTRUCTION i i 'RGS i 1 / I i 1 % 32 Taugwonk Spur,Al2 / Stonginton,CT 06378 j j (E) Property Line Phone(860)535-3370 Equipment Location: Exterior i 1 Fax(413)683-2225 (E) Utilty Meter / Equipment Location: Interior j 1 GRID-TIED (E) Main Service Panel- POI i i PHOTOVOLTAIC SYSTEM (N) Fused PV AC Disconnect / I 9.900kW DC @ STC (N) PV Production Meter/Monitor / (N) PV AC Combiner Panel j I WARAWKA, MICHAEL % 1 16 HICKORY DRIVE FLORENCE, MA 01062 i i a Project# 10223559 / ! 1 DESIGNER. DKN i •' a'.. i REVIEWER CR / 4 (N) PV Array: I VERSION DATE 2014-09-18 E Drivewa i 36 Solarworld Plus SW 275 Mono Black Modules O y a •" 36 En phase Energy M250-60-2LL-S22 Micro-Inverters ( REVISIONS Asphalt/Comp. Shingle Roof j 2"X 6" Rafters @ 16"O.C. 1 # By Date Notes Azimuth:235° ( 2 • e d .!.�. Qe .e V I 3 / • a ••" • 4 •. • ° . 5 C e .•C "e e / or \ A / a d - d, . oe m i c0 /. LL e e // (E)Single Family Dwelling z \ \ O� \ % / ' OIL •\ / N \ .00/ 1/16"= T-0" N SITE PLAN S PV-A01 FOR CONSTRUCTION City of Northampton Building Department Grid-Tied Photovoltaic System Plan Review 212 Main Street �- _3. DC Rating: 9.900 kW Northampton, MA 01060 Warawka, Michael ®U �Q' wi1/ ��"� 32 Taugwonk Spur,Al2 16 Hickory Drive Stonginton,CT 06378 Florence, MA 01062 Phone(860)535-3370 Fax(413)683-2225 Jurisdiction: City of Northampton GRID-TIED heet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 9.900kW DC @ STC Scope of Work: General Notes: PV-000 COVER WARAWKA, MICHAEL RGS Energy shall install a 9.900 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 16 HICKORY DRIVE totaling(36) Solarworld Plus SW 275 Mono Black Modules with(36) Enphase Of Northampton. 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 City of PV-A02 MODULE LAYOUT Project# 10223559 mounted on the asphalt/comp. shingle roof and interconnected via supply side Northampton. PV-A03 DETAILS tap. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, DESIGNER DKN No time on Sunday or legal Holidays. PV-A04 MATERIALS REVIEWER CR Equipment S Specifications: 4. Product Data Sheets shall be included. VERSION DATE 2014-09-18 p 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM Module: (36}Solarworld Plus SW 275 Mono Black licensed contractor. PV-E02 SYSTEM CALCS REVISIONS Inverter 1: (36) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized Racking: UniRac SolarMount laboratory. PV-G01 SIGNAGE # By Date Notes 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 Wiring shall be run in metal conduit or raceways within enclosed 4 Roof Specifications: spaces in a building. Roof 1: 10. Conduit, Wire systems and Raceways shall be located as close as s 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 @ 16" use guidelines that minimize the total amount of conduit by taking the O.C. shortest path. Pitch: 23° 1 Azimuth: 235° 12. Space Requirements for electrical equipment shall comply with NEC Array Size: 36 Modules Article 110. t 13. Equipment grounding shall be sized in accordance with Table Site Specifications: 250.122. Occupancy: II 14. Connectors that are not readily accessible and that are used in the Design Wind Speed: 90 MPH circuits operating at or over 30V AC or DC shall require a tool for Exposure Category: B opening and are required to be marked"Do not disconnect under m Mean Roof Height: 25 ft load"or"Not for current interrupting", per 690.33(c)&(e). Ground Snow Load: 40 PSF(Reducible) 15. All signage to be placed in accordance with local building code. m Adj. Roof Snow Load: 30.8 PSF 16. Signs or Directories shall be attached to the electrical equipment or located adjacent to the identified equipment. Z 17. Signs should be of sufficient durability to withstand the environment. z� Q All Work to be in Compliance with: g ty 2014 National Electrical Code(NEC) 18. Any plaques shall be metal or plastic with engraved or machine printed letters, or electro-plating, in a red background with white 2009 International Residential Code(IRC) � 2009 International Building Code(IBC) lettering, a minimum of 3/8"height and all capital letters. 2012 International Fire Code(IFC) m 2012 Uniform Mechanical Code(UMC) ` 2012 Uniform Plumbing Code(UPC) ,,y " MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) °A E N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures COVER As amended and adopted by City of Northampton X. ,..:r 4 .. 3 ,t",:: GREENFASTENT"" PRODUCT GUIDE - GF-I American Wood Council Lag Bolt Pull-Out Values 4 s Lag pull-out withdrawal capacities Ibs in typical roof lumber ASD Lag screw specifications x r Specific 5/I6"shaft* Gravity per inch thread depth w Douglas Fir,Larch .50 266 f �; o Douglas Fir,South .46 235 v Engelmann Spruce,lodgepole Pine .46 235 £{ (MSR 1650 f&higher) { . Hem,Fir,Redwod (close grain) .43 212 Hem,Fir(North) .46 235 , Thread J�� 1, 1, Southern Pine .55 307 Depth o Spruce,Pine,Fir .42 205 Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher it o grades of MSR and MEL) co f M S € �k L 0 2' O x � N t} O w Pif.nay,-*nrs2 ctir_ .e'raqy' r A;i tls s rrvP., Q2 0, Sec.6-1 M 4 ; �C' C 'Svs 1 # GREENFASTENT"' PRODUCT GUIDE - GF-I �« Specifications PART I -GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be y s A. Submit manufacturer's written specifications. compatible with chosen roof application and 1.1 SUMMARY meets edified P ull out values as shown in load B. Submit standard product cut sheets. P A. WORK INCLUDES test data. C. Submit installation instructions. 1. GreenFasten solar attachment bracket that D. Submit product specific load test data,showin g C. Base flashing g is.032 gauge aluminum embossed attaches directly to the roof deck. ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners for the roof system. D. Bushing is EPDM. T 1.4 QUALITY ASSURANCE m ` 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 requirements 1.5 DELIVERY l STORAGE/HANDLING A. Bracket is mill finish aluminum 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer 3 1.2 SYSTEM DESCRIPTION within 24 hours of any missing or defective items.Keep B. Base flashing(choose one) material dry,covered,and off the ground until installed. 1.Mill Finish v A. COMPONENTS: � i 1. GreenFasten system consists of aluminum 2.Black-kynar painted flashing ith integral EPDM bushing and one PART 2 - PRODUCTS g g g 3.Dark Bronze-kynar painted bonded stainless steel and EPDM washer 2.1 MANUFACTURER j v 2. Fasteners o � EcoFasten Solar a PART 3 - EXECUTION :q o A.To be of metal compatible with aluminum GreenFasten components. 289 Harrel St.Morrisville,VT.05661 (877) 859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolarcom. A. Substrate:Inspect structure on which brackets compatibility with the roof deck. rK # are to be installed and verify that it will withstand 5t 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 See test data at www.ecofastensolar.com t v 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. 3. Sealant(if required by roof manufacturer): I. F-III B. Verify that roofing material has been installed E to be roof manufacturer approved. correctly prior to installing solar attachment brackets. v 4. Aluminum attachment bracket 2. L 101-3' 3. L-102-3" B. DESIGN REQUIREMENTS: 4. CP-R 3.2 INSTALLATION o A. Comply with architectural drawings and Ln I. Bracket spacing to be recommended by 5. CP-SQ c °J 6. SL-102-6' project engineer's recommendations for location project engineer. «� of system.Comply with Manufacturers written co 2. Install a minimum of one fastener assembly. 7. Z- 01 3. It is important to design new structures or 8. Custom installation instructions for installation and layout. assess existing structures to make sure that cthey can withstand retained loads. fir v td Il § o w ,` rast°_r Sod r'✓'Alt eontPrt nroterted �nder cay,'ghc All r�;ht, .sewed 02if6'1 Sec.5-1 s F = GREENFASTENT PRODUCT GUIDE - GF-1 Bracket Options - CP-SQ r 3� f .375,.008 KN TY „ �} 4 }Al 'yN 2,000 025 - --- - �. W l 61 a �i _ P 2 `. y i 3 H 3 i < xl• ;0 '£ � 2.000_.025 v 8' E -ji a e v Fv- Ln co X77. 010 TF1t2 o —_. 875 .010 X 82 NEAR SIDE o W Compression Plate 2" X 2" Mill Aluminum Lc�r srer S Jqr�;All-ont_ert pror°cr_d j,der j-de. Ail hts reserve, 0_ 16 1 i Sec.4-4 4 — - - -- GREENFASTEN'm PRODUCT GUIDE GF-I GFI- L812 R . 4_ 8.000 .005 +-; R.38 +.,- -• _ .032 M °1' NN NN v W .88 01 r� , a uf g v � f �� 0 Of 12.00_ .125 30-.01 T T, �J, IN A 0 4 o j v 3.00-- .125 d fY 5 P 4.00 125-- -• .. 26-.0? .► a a — x _ _ 15 b F � co Ln � = L 3 £ C Finish Options > o BLK= Matte Black 1 BRZ = Medium Bronze MLL= Mill Finish prcr_c*d u:-�4e- .Ai(rgTn reserve.. ..2 14'! 52C.4-2 4 GREENFASTEN TM PRODUCT GUIDE GF-I „ Exploded Product View �x * r � } Mi � § gal v £ w 3 3 A „ 4 E ouo :A` r" a ff r ka J. ro O w `a *Note:Numbers correspond with B.O.M,Sec.3-1 - cJFasi2n Soler Ad ntent prot�ced u- !er co4y.s c AH ht,,serce� �Z,-6 I 1 Sec.I-I TM PRODUCT GUIDE Gre estery GF-I Contents �w �ploded PiDductView, ' Sec. I Irstallaton:lnstructions :Sec.2 of,Matenals, 5ec. 3 #° c e uts Bets --Jet 4 za #} 3_0 1, j!•-# sir }} a$ y � g o- � §,.. .� _ i f ecifie Qns s­7:Sec.5 L a Bolt`full=flat Vale Sec. 6 # : Lea.kest—Sec.7 Ott A 4 it� . # $$# vj it-3 ( F # Rj. - �r T p jpg f gi s 1t 1 g f 3 1 t t6 & 16r@ r * F comlititted to the Support of Renewable Energy, Technical . . . - - : . . . OOUNIRA 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) in 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 14" HEX HEAD SCREW V4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR O Y8" HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 I1 1L .750 1207. Y Y 1.875 A A ►X w SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a SOLARMOUNT Technical . , , - - :FUNIRAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Y L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 Ultimate tensile:38ksi,Yield:35 ksi w - 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 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 sXvaTFLM Direction Ultimate Allowable Load Factor Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m aoi _ 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) 1 2.461 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 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 '! la a u alloys:6005-T5, 6105-T5,6061-T6 Clamp " Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized INN, *�. • Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are " h 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 1/4"-20 T bolt and one'/4"-20 ASTM F594 serrated flange nut Beam 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 Applied Load Average Allowable Safety Design Resistance 1.00DiSTAKE - Direction Ultimate Load Factor, Load Factor, ME-4EER HOMIS - Ibs(N) Ibs(N) FS Ibs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 1 2.44 1 741 (3295) 1 0.620 W 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 Off Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear or Dark Anodized o ` End clamp weight:varies based on height: —0.058 Ibs (26g) tFdd 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'/4"-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque r 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 is Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) (1) w tH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MDDg1Lf 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 • ' • o BOO U 1 V I RAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom -Nut (hidden..s alloys:6005-T5, 6105-T5,6061-T6 Up Clip ,,. no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam 'Bolt • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/."-20 ASTM F593 bolt, one Y<"-20 ASTM F594 serrated flange nut, and one 1/4"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- '- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, + Ibs(N) Ibs(N) FS lbs(N) 0 �) ''4 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y � � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X Sliding,Zt 1 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a 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 V. 39.4 V Open circuit voltage V 35.7 V Maximum power point voltage V m 31.0 V Maximum power point voltage V 28.1 V Short circuit current 1 9.58 A Short circuit current I o 7.75 A Maximum power point current I 8.94A Maximum power point current I 7.22 A 'SIC:1000 W#W,25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25"C.at 200 W/m?,100% 1)Measuring tolerance(P�x)traceable to TllV Rheinland:+/-2%(TUV Power Controlled). (+1-2%)of the STC efficiency(1000 W/m2)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cells per module 60 NOCT 48"C Cell type Mono crystalline TC 1x 0.04%/"C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC v", -0.30%/"C Front Tempered glass(EN 12150) P�,Pp -0.45%/"C Frame Black anodized aluminum Operating temperature -40"C to 85"C Weight 46.7 Ibs(21.2 kg) SYSTEM INTEGRATION PARAMETERS �s 1000 W/mz Maximum system voltage SC 11 1000 V 800 W/m2 Max.system voltage USA NEC 600 V Maximum reverse current 16 A Number of bypass diodes 3 600 W/m= 113 psf downward UL Design Loads` Two rail system 64 psf upward 400 W/m2 UL Design Loads' Three rail system 170 psf downward 64 psf upward 200 W/mz 113 psfdownward 100 W/m Z IEC Design Loads` Two rail system 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with _.. -... these load cases, Module voltage IV] V, ADDITIONAL DATA -=J—x4 37.44(951) Powersorting' -0 Wp/+5 Wp Ilk 1-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 l me VERSION 2.5 FRAME 65.94(1675) bottom Compatible with both mounting P "Top-Down" holes and"Bottom"mounting methods .Grounding Locations: ry 4 corners of the frame D 4 locations along the length of the module in the extended flanges 1.34 34 -i x4 4.20(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 401,tuv0° 3 a TUV Power controlled: 10M#lMond Lowest measuring tolerance in industry b 000001',31 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 Qualtllatl,IEC 61215 d a -�mmoma mst:ance Fully-automated production lines and seamless monitoring of the process and material pVE •b•,1ae,lECenaa= = 1.,1.J ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting GO,FI Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that P�r, tl: dL r c us have greater than or equal to the nameplate rated power. �J uU 1703 is 25 years linear performance guarantee and extension of product warranty to 10 years 1 00 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of �—� 25years,a significant added value compared to the two-phasewarranties 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. APEX Engineering www.thestructurals.co,n (_r:� . 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 OV. " Telephone. 408.379.2068 • apex @thestructurals.com '"f► Friday, September 19, 2014 5483-14 Warawka 10223559 C.Roberts MA RGS ROOF Photovoltaic r ' k DC Rating: 9.900 kW ` Warawka, Michael 16 Hickory Drive h, Florence, MA 01062 ' Jurisdiction: City of Northampton To: Building Department, The aforementioned structure has been examined and it has been determined that the structure can support the proposed 9.900 kW PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof requirements of governing codes: MA 780 CMR, 8th Edition including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 90 mph, exposure B, ground snow load of 40 PSF and PV Panel of 3.32 psf. The PV attachment at 48" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, �tH OF q1 p Ground WEEB& THOMAS J. �GN Module Clamp CYATES Unirac Solarmount v ul CML ca Rai w!L-loot No.51039 Green Fasten Flashing_ 9E` �STE�1, ECO-GF1-BLK-812 With Module(TYP.) ---. , ' ECO-CPSQ Compression Bracket AL tom— Rooftop 5116"x 3-5"S-S.Lag Bolt -ERpif$S: 06/3 6 w12.5"Minimum Penetration f, 16 Sealed wW Approved Sealant Attachment Detail (// 1, 2 Scale:1"= 1'-0" RGS Clean Power Bngbt Savings. Property Owner Consent Form Owner: ��G��I ��/ Address: Town: F71 o r-e4,t c-e State: WA Zip: U l 4 G Z Phone: 4113 5Y k 7 fY I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Property Owner Date 32 Taugwonk Spur,Al2,Stonington,CT 06378 tel 8645353370 fax 413 683.2225 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street QV 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.❑ 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.❑ 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.❑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 infonnation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy infonnation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 16 Hickory Drive 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 de the pains and penalties of perjury that the information provided above is true and correct. Signature: 0 Date: Z 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 Gary Beals 101487 License Number 61 Turnpike Road,Ashby, MA 01431 11/7/14 Address Expiration Date kB -.� 978-855-8568 Signat re 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 Addres Expiration Date Telephone 860-535-3370 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 53 No...... ❑ 11. Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicablei New House ❑ Addition ❑ Replacement Windows Alteration(s) E] Roofing E Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[0] Other[[23] solar Brief Description of Proposed Work: Installation of a 9.9kW roof mounted solar array using 36 SolarWorld SW275 Mono modules,36 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 housina,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 Michael Warawka 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 tz_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 Nam ih 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 ® DONT KNOW Q YES 0 IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO ® DON'T KNOW YES IF YES: enter Book . Page. and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 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 ® 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 Q NO Q 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: uilding Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability o Room 100 Water/Well Availability &o t am ton, MA 01060 Two Sets of Structural Plans pwme'r`o . Ilk p N0n �nam a 413-587-1240 Fax 413-587-1272 Plotisite Plans Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 16 Hickory Drive Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Michael Warawka 16 Hickory Drive,Florence,MA 01062 Name(Print) Current Mailing Address: see signed authorization form attached 413-537-9743 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba R(?3 jj 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 8,000 (a)Building Permit Fee 2. Electrical 30,000 (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) 38,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File 4 BP-2015-0383 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 16 HICKORY DR MAP 29 PARCEL 014 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out r Fee Paid W0421 J Typeof Construction: INSTALL 9.9KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 101487 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOP,WATION 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 o lay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning& Development for more information. 16 HICKORY DR BP-2015-0383 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29 -014 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-2015-0383 Project# JS-2015-000692 Est. Cost: $38000.00 Fee: $228.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 101487 Lot Size(sq. ft.): 18556.56 Owner: WARAWKA EUGENE E&JULIA M Zoning: Applicant: REAL GOODS SOLAR INC AT: 16 HICKORY DR Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 (� Workers Compensation STONINGTONCT06378 ISSUED ON.101212014 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 9.9KW 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 10/2/2014 0:00:00 $228.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner