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18-041 (3) FOR CONSTRUCTION _ Ground WEEB& 'J Module Clamp � �a ' �. Unirac Solarmount ooell - Rail w/L-foot 2'(6 M or " Green Fasten Flashing: 32 Taugwonk Spur,Al2 stonginton,CT 06378 Q\U sr�r9�e ECO-GF1-BLK-812 With Phone(860)535-3370 G00 " O G Rooftop ---.� ECO CP-SQ Compression Bracket Fax(413)683 2225 p 5/16"x 3.5"S.S. Lag Bolt GRID-TIED avers @ w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM Sealed w/Approved Sealant a egg @ 8.25011kW DC @ STC 2,Xb �O G FRIEDMAN, GEOFFREY 164 COOKE AVENUE NORTHAMPTON, MA 01060 Project# 10209715 Attachment Profile Attachment Detail DESIGNER DKN REVIEWER Cl1Rf� VERSION DATE. 2014-09-04 16"Max 16" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes I i Roof z Attachment s " 4 Anchors located 9 on alternate roof 1 framing members 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 48" 3 Staggered Attachment Detail T 4 Rail S lice Detail NTS NTS X S m v m m WEEBLug SS Washer a Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail SS Bolt Nib ° Unirac UGC-1 SS Flat SS Bolt 'CALE Washer 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 PV ARRAY 2-MECHANICAL LOADS PV ARRAY 3- MECHANICAL LOADS Array Area: 222,1 ftz Total Photovoltaic Dead Load: 3.32 psf Array Are z Y 185.0 ft Total Photovoltaic Dead Load: 3.17 psf Array Area: 148.0 ftz Total Photovoltaic Dead Load: 3.15 psf Array Weight: 737.9 Ibs Avg. Dead Load per Anchor: 16.0 lbs Array Weight: 586.8 lbs Avg. Dead Load per Anchor: 29,3 lbs Array Weight: 466.3 lbs Avg. Dead Load per Anchor: 29,1 Ibs Anchor Qty.: 46 Anchor Qty.: 20 Anchor Qty.: 16 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Design Values by Roof Zone: Corner Egde Interior Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Max. UniRac Rail Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. Max. UniRac Rail Span: 48 in. O.C. 60 in. O.C. 60 in. O.C. Max. UniRac Rail Span: 48 in. O.C. 60 in. O.C. 60 in. O.C. Phone(860)535-3370 ........................... ........................... ........................... ........................... ...................................................... ........................... ........................... ........................... Fax(413)683-2225 Max. UniRac Rail Cantilever: 16 in.O.C. 16 in. O.C. 16 in.O.C. Max. UniRac Rail Cantilever: 16 in. O.C. 20 in. O.C. 20 in. O.C. Max. UniRac Rail Cantilever: 16 in. O.C. 20 in. O.C. 20 in. O.C. .. . ............. ...................................................... ........................... ........................... ........................... Adjusted Anchor Span: 24 in. O.C. 24 in. O.C. 24 in. O.C. Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. GRID-TIED ........................... ...................................................... ........................... ........................... .....I..................... PHOTOVOLTAIC SYSTEM Downforce Point Load: 221.5 Ibs 221.5 Ibs 221.5 Ibs Downforce Point Load: 375.9 Ibs 375.9 Ibs 375.9 Ibs Downforce Point Load: 375.7 Ibs 375.9 Ibs 375.9 Ibs ........................... ...................................................... Uplift Point Load: -107.8 lbs -107.8 lbs -89.2 lbs Uplift Point Load: -409.9 lbs -258.4 lbs -163.4 lbs Uplift Point Load: -410.0 lbs -258.4 lbs -163.4 lbs 8.2501kW DC @ STC Minimum Anchor Strength:1 707 lbs Minimum Anchor Strength: 707 lbs Minimum Anchor Strength: 707 lbs FRIEDMAN, GEOFFREY Average Safety Factor: 7.36 Average Safety Factor: 3.59 Average Safety Factor: 3.50 164 COOKE AVENUE ii NORTHAMPTON, MA 01060 ROOF 1 Project# 10209715 2 ROOF 2 1 DESIGNER DKN 26' REVIEWER: CR 10 24'-7" 01 VERSION DATE. 2014-09-04 3-11" T-3" REVISIONS 16'-9" 01 23'-6" # By Date Notes 1 I 3 I. M 4 14-1" I a s s N I k 1'i Is I i i 6'-8" #7 6'-10" 10' S x 0 4'-6" m m ROOF 3 LL Q b R 13'-5" 22' • Total Quantity of Attachments=82 a • Roof Zones are defined by dimension, a=3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is%the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with 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 `F 1/8" • 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, 11'-1" Pub 110616-1cc,June 2011 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be 1 PV-A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. 14'-3" s FOR CONSTRUCTION Nv \\ Equipment Location: Exterior Garage \\ (N) PV AC Disconnect W E . j •\ \ 32 Taugwonk Spur,Al2 % \\ 3 Stonginton,CT 06378 % \ Phone(860)535-3370 � •\ / \ Equipment Location: Exterior Fax(413)683-2225 (E) Property Line j/ \\ (E) Utilty Meter GRID-TIED / \ (N)Junction Box- POI PHOTOVOLTAIC SYSTEM (N) Fused PV AC Disconnect 8.250kW DC @ STC j \ Equipment Location: Interior / \\ (E) Main Service Panel FRIEDMAN, GEOFFREY / (N) PV Production Meter/Monitor 164 COOKE AVENUE j \\ (N) PV AC Combiner Panel NORTHAMPTON, MA 01060 j/ (E) Driveway .•\1:' Project# 10209715 / '•�•. ••+, ••. DESIGNER: DKN (N) PV Array 1: REVIEWER CR / ! '`• • '�a•' 12 Solarworld Plus SW 275 Mono Black Modules (E)Accessory Building j •' •:' .: '.. VERSIONDATE. 2014-09-04 '•' '� -` '�' \ 12 Enphase Energy M250-60-2LL-S22 Micro-Inverters / (N) PVC Trench-18" Below Grade ' Asphalt/Comp. Shingle Roof REVISIONS 2"X 6" Rafters @ 24"O.C. # By Date Notes / 'r•' \ Azimuth:143' j/ •, \ 0 4 v o � \•\ LV 5 0 X m LL \ // (N) PV Array 2: 10 Solarworld Plus SW 275 Mono Black Modules 10 Enphase Energy M250-60-2LL-S22 Micro-Inverters Asphalt/Comp. Shingle (N) PV Array 3: 2"X 6" Rafters @ 24"O.C. \ (E)Single Family Dwelling /i/ 8 Solarworld Plus SW 275 Mono Black Modules Pitch-.20' \\ % 8 Enphase Energy M250-60-2LL-S22 Micro-Inverters E. 1"= Azimuth:143° \ %/ Asphalt/Comp. Shingle 25' 2"X 6"Wood Truss @ 24"O.C. SITE PLAN Pitch:20° \\ i•/ Azimuth:233° •\ i PV-A01 FOR CONSTRUCTION City of Northampton Building Department Grid-Tied Photovoltaic System Plan Review R DC Rating: 8.250 kW Northampton,212 Main Street MA 01 Friedman f1& FV�� ' Geoffrey �Ud � � 6 32 Taugwonk Spur,Al2 164 Cooke Avenue Phone(860)CT 03 78 Northampton MA 01060 Fax(413)683-2225 Jurisdiction: Town of Northampton GRID-TIED Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 8.2501kW DC @ STC Scope of Work: General Notes: PV-000 COVER FRIEDMAN, GEOFFREY RGS Energy shall install a 8.250 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the PV-A01 SITE PLAN 164 COOKE AVENUE totaling(30) Solarworld Plus SW 275 Mono Black Modules with(30) Enphase Town Of Northampton. NORTHAMPTON, MA 01060 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 2. All projects will comply with the Ordinances of the Town of PV-A02 MODULE LAYOUT Project# 10209715 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 4. Product Data Sheets shall be included. VERSIDNDATE 2014-09-04 Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM Module: (30),Solarworld Plus SW 275 Mono Black licensed contractor. PV-E02 SYSTEM CALCS REVISIONS Inverter 1: (30) 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: Roof 2: Roof 3: 10. Conduit, Wire systems and Raceways shall be located as close as e Asphalt/Comp. Shingle Asphalt/Comp. Shingle Asphalt/Comp. Shingle possible to ridges, hips, and outside walls. (Single Layer) (Single Layer) (Single Layer) 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 2"x 6" Rafters @ 2"x 6" Rafters @ 2"x 6"Wood Truss use guidelines that minimize the total amount of conduit by taking the 24"O.C. 24"O.C. @ 24"O.C. shortest path. Pitch: 34° 1 Azimuth: 143° Pitch: 20° Azimuth: 143° Pitch: 20° Azimuth: 233° 12. Space Requirements for electrical equipment shall comply with NEC Array Size: 12 Modules Array Size: 10 Modules Array Size: 8 Modules Article 110. l t 13. Equipment grounding shall be sized in accordance with Table Site Specifications: 250.122. Occupancy: 11 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: C 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. `; r All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. 2014 National Electrical Code(NEC) 18. Any plaques shall be metal or plastic with engraved or machine 2009 International Residential Code(IRC) printed letters, or electro-plating, in a red background with white 2009 International Building Code(IBC) lettering, a minimum of 3/8"height and all capital letters. 2012 International Fire Code(IFC) 2 2012 Uniform Mechanical Code(UMC) 2012 Uniform Plumbing Code(UPC) MA 780 CMR, 8th Edition -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 Others Structures COVER As amended and adopted by Town of Northampton PV-000 w :08UNIR . . . - , . . . - - 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) pif 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0353 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 Y4" HEX HEAD SCREW !/4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 SLOT FOR Lr-io Y8"HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 11-1L .750 1.207 Y Y 1.875 A 1 ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted :FUNIRAC . . . - , . . . - - 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 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 AUOTKM Direction Ultimate Allowable Load Factor, Load Factor, Ibs N Ibs N FS Ibs N 4) 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) 1 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 :BOUNIR . . . - . . . . - - SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 3021051),302106D cra Bolt Mid clamp material: One of the following extruded aluminum Mid la a Nu alloys:6005-T5, 6105-T5, 6061-T6 Clamp °*_ Ultimate tensile: 38ksi,Yield: 35 ksi y 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'/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 3M U15TAWE Direction Ultimate Load Factor, Load Factor, 9E71N�'PN MtldRl'5 Ibs(N) Ibs(N) FS Ibs(N) (1) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 FSliding,X± 1 1194(5312) 1490(2179) 1 2.44 F 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 ?�o/t Ultimate tensile: 38ksi,Yield:35 ksi --'"' 0 Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 Ibs (26g) k 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'/4"-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 ►x Modules must be installed at least 1.5 in from either end of a beam Applied Load Average Allowable Safety Design Resistance +" """ Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) 0 WIM Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 T"`o`"S Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted ::8UNIRA . . . - . . . . - - 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 -hut (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%"-20 ASTM F594 serrated flange nut, and one%"flat washer f 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 [AS 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, �1 Ibs(N) Ibs(N) FS Ibs(N) 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 W Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a 1 1 3 - GREENFASTENT"" PRODUCT GUIDE GF-I £ ) American Wood Council Lag Bolt Pull-Out Values 1 Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) ' Lag screw specif cations Specific ¢ � l 5116"shaft* Gravity per inch thread depth w Douglas Fir,Larch .50 266 Douglas Fir,South .46 235 v Engelmann Spruce,lodgepole Pine .46 ( SR 1650 f&higher) 235 M Hem,Fir,Redwod close rain .43 212 Hem,Fir(North) .46 235 Tha Southern Pine .55 307 Depth Spruce,Pine,Fir .42 205 IP • t 7D Spruce,•Pine,Fir 50 266 L� � ' (E of 2 million PSI and higher 4 V grades of MSR and MEL) co co 4 } x x? O L y o 3 W j Ex F v?r Sol&_r'Ail c .,ent protected under copy fight.AA right;reserved.02/W 11 See.6-1 M ' lKgt. 2g GREENFASTENT"' PRODUCT GUIDE - GF-I Specifications Wf fy'"r 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 1.1 SUMMARY meets ecified ull out values as shown in load A. WORK INCLUDES B. Submit standard product cut sheets. test data. p 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 7 attaches directly to the roof deck. 2. Provide appropriate bracket and fasteners ultimate and allowable load values. to accept EPDM bushing. r ` for the roof system. E 1.4 QUALITYASSURANCE D. Bushing is EPDM. 3 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/STORAGE/HANDLING A. Bracket is mill finish aluminum 4.Division TThermal 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. GreenFasten system consists of aluminum 2.Black-kynar painted y PART 2 - PRODUCTS flashing with integral EPDM bushing and one 3.Dark Bronze kynar painted bonded stainless steel and EPDM washer. v 2.1 MANUFACTURER M 2. Fasteners ' EcoFasten Solar° PART 3 - EXECUTION o A.To be of metal compatible with aluminum 289 Harrel St.Morrisville,VT 05661 GreenFasten components. (877) 859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets compatibility with the roof deck. v are to be installed and verify that it will withstand C.Fastener strength should exceed or be equal 2.2- MATERIALS any additional loading that it may incurred.Notify I o to that of the allowable load of the system. A. Attachment Bracket General Contractor of an deficiencies before Y See test data at www.ecofastensolar.com + & 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. 3. Sealant(if required by roof manufacturer): I I I F-I. B. Verify that roofing material has been installed r E to be roof manufacturer approved. correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L 101 3' 3. L-102-3" 3.2 INSTALLATION B. DESIGN REQUIREMENTS: 4. CP R 1. Bracket spacing to be recommended by 5. CP-SQ A. Comply with architectural drawings and ��. r� m project engineer's recommendations for location ' s g ' project engineer. 6. SL 102 6" �� p J 7. Z-101 of system.Comply with Manufacturers written a c T m 2. Install a minimum of one fastener assembly 8 Custom installation instructions for installation and layout. L 3. It is important to design new structures or assess existing structures to make sure that they can withstand retained loads. g t O Lij Ec ,,;ter Co7r P.ii content prate d O� o-,Ier copyr; All igh7 ree $2C.5- .: GREENFASTENT PRODUCT GUIDE - GF-I . Bracket Options - CP-SQ .375-.008 ': � n a x ' v 2.000 _.025 LU v Z 0 2.000_.025 o i 00 - - -- .377 _ 0 1 0 TH R U * - .875 .010X R2 NE'R SIDE A y 0 V 's 3 L-L7 Compression Plate 2" X 2" Mill Aluminum --on t:ew protec?d under coGyr#,t.All -ahL :served_02116%11 Sec.4-4 fit 031. ' GREENFASTENTM PRODUCT GUIDE - GF- . GF1- L812 �r 8.000- ,005 R.38 .032 - � Y v w 38 -.01 � C .30-.01 0 1200-_ .125 � s = o v ,.,.�.. 3.00- .125 3 E , o 4.00- + .125 --■ .26 .01 — �Yr M m -- - .0s 0 - � w xr O as x n K, N Finish Options BLK= Matte Black o w BRZ = Medium Bronze &; € MILL= Mill Finish Ec lsrerSclrrFJAit.o. en,p rotected.mdercopyrighr.AA ,;,htreserveC 02i16'1 Sec.4-2 3+' �= GREENFASTEN� PRODUCT GUIDE — GF-I Exploded Product View } 3 w 3 �y x o 0 4 � v e o °, = '. w *Note:Numbers correspond with B.O.M,Sec. 3-1 z-EcvF,7stn Sotar�M as-nt protected.,der coby�:ghr M, h. resrrv<d 002i 16.11 Sec.I- V ` z i I€ -1 RDE � b 't ':• y t t S a S ;- f a t -PC Tm j r . 't z v, :"u i ;• S g." ffx:} r. y . 3 f ;` s fast = Cont en ent yt�-- Sep. f a a het ; f° F s s3 k t ,�(FF ".41- i TJ - 2' r s a tr . ; . sill r ic it L f �. CS f , '' � :, rr. ,.a r ,. `` � z� .' £ r! t .a, � .•f fi4 •rt'� '4'1 ;y �'(;�, �;.f�# �4 f !4 �?ut t.te sec. 3 { @ _ 3 i fi d € +� €°"�'s�a�iz d 4:a ': L. Leak`Cest sec 7 iE; dr u a S 3 r€ z.`a P- k �4 € d.: i t'. �� -� t 5 t j 3 � �.,t f f `1 � �'• �� �iqf �' € � � t� > � s a '1 tvt s 1 t :4 dM } tx h j. r z{ j sr lc }} lt. Z }=t t k _ Sf r i £ } 1 € € t i € PY a t ' k [ j } ;ors r• Gorhjttitted'to the Sp�ortf Renewable Energy. d r ; t r' S 275 mono black 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 Vm 39.4 V Open circuit voltage Vmdx 35.7 V Maximum power point voltage V­ V Maximum power point voltage V 28.1 V Short circuit current I m 9.58 A Short circuit current mU 7.75 A Maximum power point current I 8.94A Maximum power point current I 7.22 A 'STC 1000 W/mi,25'C,AM 1.5 Minor reduction inefficiency under partial load conditions at 25°C at 200 W/m�,100% 1)Measuring tolerance%J traceable to TUV Rheinland:+/-2%(TL)V Power Cont(olled). (+/-2%)of the STC efficiency(1000 w/m')is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48'C Celltype Mono crystalline TC 1 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 85°C Weight 46.7 Ibs(21.2 kg) SYSTEM INTEGRATION PARAMETERS Ix 1000 W/mz Maximum system voltage SC 11 1000 V - - - Max.system voltage USA NEC 600 V 800 W/ml - Maximum reverse current 16 A Number of bypass diodes 3 600 W/ri UL Design Loads' Two rail system 113 psf downward 64 psf upward 400 W/mz UL Design Loads' Three rail system 170 psf downward 0 64 psf upward 200 W/m' 113 psf downward IEC Design Loads" Two rail system 100 W/m2 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with --- -- - -,- -- these load cases. Module wltage[v] V« ADDITIONAL DATA -L-x4 37.44(951) Powersorting' OWp/+5Wp J-Box I P65 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 0050) Version 0.6 15.3 lotto me VERSION 2.5 FRAME 65.94(7675) bottom mounting Compatible with both"Top-Down" holes and"Bottom"mounting methods N 4rGrounding Locations: ' 4 corners ofthe frame D 4locations along the length ofthe module in the extended flanget 1.34 14 I x4 _ I�4.20(107)t 7.22(31) 39.41(1001) -t _ 1AII 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 3�,p.tuv.eo0 kIA&I TUV Power controlled: TOVRAslnl+ntl Lowest measuring tolerance in industry ,O 0000021131 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 ear product warrant Y P Y J Glass with anti-reflective coating L4 World-class quality Fully-automated production lines and seamless monitoring of the process and material pvE ftd.b,°e.ECan�o G £ a.H.d •81r .<imp°c,bn •"'�?.Powetl Cvn,m fed n ensure the quality that the company sets as its benchmark for its sites worldwide. 81O WnpEeptl SolarWorld Plus-Sorting /' \ S�c RFMPA,ANCE­TFD Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that — rA PaR c uS have greater than or equal to the nameplate rated power. �'�P UL 1703 + „ 25 years linear performance guarantee and extension of product warranty to 10 years _ U001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of CerMed 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.corn We turn sunlight into power. EX Engineering www.thestructurals.com 281 East Hamilton Avenue - Suite 5 - Campbell - CA - 95008-0232 ��✓ Telephone:408.379.2068• apex @thestructurals.com p►, Thursday, September 04, 2014 'Z', ROOF z 1 ROOF i 5438-14 Friedman 10209715 R.Ward MA RGS — I _ ROOF Photovoltaic - DC Rating: 8.250 kW Friedman, Geoffrey ROOF 3 164 Cooke Avenue Northampton, MA 01060 1 Jurisdiction: Town of Northampton To: Building Department, The aforementioned structure has been examined and it has been determined that the structure can support the proposed 8.25 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 C, 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, ta OF G ? THOMA81 Ground WEEB& o YATES Module Clamp u CIVIL No.51039 Unirac Solamxwunt w�9F ISTB�� Rail wl L-foot AL ' Green Fasten Flashing: ECO-GF1-BLK-812 With —Expt1'BS: 06/3 (TYP.) ---- ___ ECO-CP-S+Q Compression Bracket /Y ✓�.- 5116"x 3.5"S-S- Lag Batt w12.5"Minimum Penetration Sealed w/Approved Sealant C2'�, Attachment Detail ,/` Scale: 1" = 1'-0" RGS Property Owner Consent Form Owner: j(4L4*CAo,-44tTurjV4,f BefA"fd— c,-&0Pftz-Lj Address: (I q Cm Vt ANts Fr gym" Town: State: MA Zip: 01 (10 Phone: 4 ( 3- 5SI • 06(03 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 UaUgiWflk Spur,Al2.StonmgtonA'j tw)378 I M 860 j35 337tt 1 la,,411681222) I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly 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.❑ 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 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: 164 Cooke Avenue City/State/Zip: Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certifyund r the pains and penalties of perjury that the information provided above is true and correct. c Si nature: ti. Date: Phone#: (860)535-3370 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 7 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 19,4 978-855-8568 ign to Telephone 9.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 Addrells � ) Expiration Date A,, h(/ 1 4 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 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 V_ SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alterations) ❑ Roofing Or Doors C] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[O] Other[4 solar Brief Description of Proposed Work: Installation ora 8.25kW roof mounted solar array using 30 SolarWorld SW275 Mono modules.30 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 ea. If New house and or addition to existina 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 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 1 Geoffrey Friedman 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 IW Signature of Owner [fat 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 er/Agent Da le 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 YES IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW O YES 0 IF YES: enter Book Page and/or Document#, B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained ® , Date Issued: C. Do any signs exist on the property? YES 0 NO e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. it ' Deportment use only City of Northampton Status of Permit: owl 4, 2014 I J11 Building Department Curb CuttDriveway Permit ° 212 Main Street Sewer/Septic Availability Elimtric,Plumbing&Gas Inspections Room 100 Water/Weil Availability Northampton,MA 01060 Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot(Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 164 Cooke Avenue Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Geoffrey Friedman 164 Cooke Avenue,Northampton,MA 01060 Name(Print) Current Mailing Address: see signed contract attached 413-559-0863 Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba P-&s r"'LT 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) �— Current Mailing Address: 4J�. �,�..0 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 7,000 (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=(1 +2+3+4+5) 37,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2015-0286 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 Q PROPERTY LOCATION 164 COOKE AVE MAP 18 PARCEL 041 001 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:_INSTALL 8.25 KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existin 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 INFO,, AWATION 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 lit' y Si e o m ici Date I �� g 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. 164 COOKE AVE BP-2015-0286 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 18-041 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-2015-0286 Project# JS-2015-000529 Est.Cost: $37000.00 Fee: $222.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use GrojaL REAL GOODS SOLAR INC 101487 Lot Sizes . ft. : 26353.80 Owner: BERNHARD MICHELE TURNER Zoning: Applicant: REAL GOODS SOLAR INC AT. 164 COOKE AVE Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.911512014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 8.25 KW 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 9/15/2014 0:00:00 $222.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner