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16B-001 (24) FOR CONSTRUCTION ,- Ground WEEB& Module Clamp Unirac Solarmount o�og ,. � Bracketwl L-Foot Module(TYP.) (Long Side Down) 32 Taugwonk Spur,Al2 S S - Stonginton,CT 06378 Phu Sr�r9xe 1-5/8"Sq. UniStrut Phone(860)535-3370 '�a`�comp. @2�, Slotted Channel Fax(413)683-2225 psP od��uss Green Fasten Flashing: GRID-TIED Rooftop ECO-GF1-BLK-812 With PHOTOVOLTAIC SYSTEM ECO-CP-SQ Compression Bracket& 6.601kW DC @ STC 5/16"x 3.5"S.S. Lag Bolt w/2"Minimum Penetration RANKIN, LARRY Sealed w/Approved Sealant 20 BRIDGE ROAD UNIT 26 FLORENCE, MA 01062 Attachment Detail Project# 10131584 Attachment Profile 2 sale; 1" - 1'_0„ DESIGNER EJG REVIEWER: CR VERSION DATE. 2014-07-01 16"Max 16" Max REVISIONS Roof Framing PV Module Rail Overhang Rail Splice Rail Overhang # By Date Notes Roof ,I I - — 2 Attachment 3 L' e 4 Anchors located s on alternate roof ! ;; framing members N t II Stagger splice locations Min of 2 supports within the each row of modules on either side of splice SolarM ount Rail 24" Max Anchor Spacin with a max spacing of 48" 3 Sta ered Attachment Detail T 4 Rail S lice Detail °_ NTS NTS X 0 m LL WEEBLug SS Washer Q Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail SS Bolt Nib ° a Unirac UGC-1 SS Flat SS Bolt �E VARIES Washer Unirac Rail DETAILS 5 Groundin Cli & Module 6 Groundin Lu & Rail Scale: N.T.S. Scale: N.T.S. PV-A03 FOR CONSTRUCTION Vii( PV ARRAY 1 -MECHANICAL LOADS PV ARRAY 2- MECHANICAL LOADS Array Area: 333.1 ft- Total Photovoltaic Dead Load: 3.31 psf Array Area: 111.0 ft- Total Photovoltaic Dead Load: 3.27 psf ,a� Array Weight: 1102.6 Ibs Avg. Dead Load per Anchor: 15.3 Ibs ArrayWeight:1 363.3 Ibs Avg. Dead Load per Anchor: 15.1 Ibs Anchor Qty.: 72 Anchor Qty.: 24 32 Taugwonk Spur,Al2 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. 48 in. O.C. 48 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. 16 in. O.C. 16 in. O.C. ........................... ........................... ............................ ...................................................... ........................... Adjusted Anchor Span: 24 in. O.C. 24 in. O.C. 24 in. O.C. Adjusted Anchor Span: 24 in. O.C. 24 in. O.C. 24 in. O.C. GRID-TIED ........................... ...................................................... ..... 0'3.......................................... ........................... PHOTOVOLTAIC SYSTEM Downforce Point Load: 203.9 Ibs 203.9 Ibs 203.9 Ibs Downforce Point Load: 203.6 Ibs 203.6 Ibs 203.6 Ibs ...................................................... ........................... ................................................................................. Uplift Point Load: -80.3 Ibs -80.3 Ibs -67.1 Ibs Uplift Point Load: -80.5 Ibs -80.5 lbs -67.3 Ibs 6.60kW DC @ STC Minimum Anchor Stren the Vertical SolarMount 9 707 Ibs Minimum Anchor Strength: 707 Ibs RANKIN, LARRY Average Safe Factor: with Unistrut 9 Safety 9.81 Sub-Structure Average Safety Factor: 9.72 20 BRIDGE ROAD UNIT 26 FLORENCE, MA 01062 36' 21' Project# 10131584 10' 8" DESIGNER. EJG REVIEWER: CR 11" VERSION DATE2014-07-01 .-44-- _ REVISIONS - ----------- ----------- ---------- ----------- ----------- - # By Date Notes ----------- --------------- 16'-9" --------- ------------ I ----------- ----------- - - ----------- ----------- ----------- -- ----------- - 3 1, 1„ - ----------- ------------------------ ----------- ------------ 4 - ----------- ----------- ------------ ----------- a -------------------- 21'-6" a 0 a 0 ----- ---- - 16'-8" 26'-1" oo - ----------- ------------ ----------- ----------- ------------ 1 -2" Horizontal SolarMount Rail - --------- ------------------------ - L C S X 0 0 v m 7„ 3 N Horizontal SolarMount Rail N • Total Quantity of Attachments=96 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 —LE 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. ,V 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, W Pub 110616-1 cc, June 2011 Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be E PV—A02 necessary depending on field conditions. All attachments are staggered amongst the framing members. s r FOR CONSTRUCTION < _ 32 Taugwonk Spur,Al2 —�_ 117'-11" _ — — Stonginton,CT 06378 Phone(860)535-3370 Fax(413)683-2225 _ - - GRID-TIED PHOTOVOLTAIC SYSTEM 1 (N) PV Array 1: 6.60kW DC @ STC (N) PV Array 2: (N)EMT Conduit Run ` 18 Solarworld(Plus SW 275 Mono Black Modules RANKIN, LARRY 1 6 Solarworld Plus SW 275 Mono Black Modules i 18 Enphase Energy M250-60-2LL-S22 Micro-Inverters 20 BRIDGE ROAD UNIT 26 1 6 Enphase Energy M250-60-2LL-S22 Micro-Inverters 1 Asphalt/Comp. Shingle Roof FLORENCE, MA 01062 Asphalt/Comp. Shingle 1 2"X 8"Wood Truss @ 24"O.C. Project# 10131584 2"X 8"Wood Truss @ 24"O.C. Pitch-34' DESIGNER EJG 1 Pitch:34° Azimuth:160° 1 Azimuth:160° 1 REVIEWER CR 1 VERSION DATE. 2014-07-01 1 ' REVISIONS 1 1 89'-8" 1 # By Date Notes (E) Single Family Dwelling 1 1 2 1 1 3 1 5 o � 1 I o ' 1 1 107'-2" 1 Equipment Location 1:Exterior 11 (E) Utilty Meter (N) PV AC Disconnect 1 S 1 I X 1 g Equipment Location 2: Interior m 1 (E)Main Service Panel (E) Property Line 1 (N) PV Production Meter/Monitor _ _ - - m (N) PV AC Combiner Panel LL � Q , 1 . - (E) Driveway 1 � Bridge Rd, /,- 1 1 / 1 = 15' ��. N SITE PLAN W E PV-A01 S R FOR CONSTRUCTION � e�Q� -'.ter Grid-Tied Photovoltaic System � '��' DC Rating: 6.60 kW �� Rankin, Larry 32 Taugwonk Spur,Al2 20 Bridge Road Unit 26 f°r`_ Stonginton,CT 06378 Florence, MA 01062 Phone(860)535-3370 Fax(41 3)683-2225 Jurisdiction: City of Northampton GRID-TIED Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 6.60kW DC @ STC Scope of Work: General Notes: PV-000 COVER RANKIN, LARRY RGS Energy shall install a 6.60 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 20 BRIDGE ROAD UNIT 26 totaling(24) Solarworld Plus SW 275 Mono Black Modules with(24) 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# 10131584 mounted on the asphalt/comp. shingle roof and interconnected via load side Northampton. PV-A03 DETAILS breaker connection. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, DESIGNER EJG No time on Sunday or legal Holidays. PV-A04 MATERIALS REVIEWER: CR 4. Product Data Sheets shall be included. VERSIONDATE 2014-07-01 Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM Module: (24)Solarworld Plus SW 275 Mono Black licensed contractor. PV-E02 SYSTEM CALCS REVISIONS Inverter 1: (24) 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. PV array ungrounded per Article 690.35. 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 s Roof 1: Roof 2: possible to ridges, hips, and outside walls. s Asphalt/Comp. Shingle Asphalt/Comp. Shingle 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall + N (Single Layer) (Single Layer) use guidelines that minimize the total amount of conduit by taking the 2"x 8"Wood Truss 2"x 8"Wood Truss shortest path. 0 t i • , @ 24"O.C. @ 24"O.C. 12. Space Requirements for electrical equipment shall comply with NEC Pitch: 34° 1 Azimuth: 160° Pitch: 34° 1 Azimuth: 160° Article 110. Array Size: 18 Modules Array Size: 6 Modules 13. Equipment grounding shall be sized in accordance with Table S 250.122. sSite Specifications: 14. Connectors that are not readily accessible and that are used in the Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for X opening and are required to be marked"Do not disconnect under Design Wind Speed: 90 MPH load"or"Not for current interrupting", per 690.33(c)&(e). Exposure Category: B m 15. All signage to be placed in accordance with local building code. ep mom'. o Mean Roof Height: 15 ft 16. Signs or Directories shall be attached to the electrical equipment or a Ground Snow Load: 40 PSF (Reducible) located adjacent to the identified equipment. _. Adj. Roof Snow Load: 30.8 PSF 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 3/8"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) zo Bridge aanx6 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 Other Structures COVER As amended and adopted by City of Northampton PV-000 SOLARMOUrcr Technical Datasheets :: UNIRAC SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in3 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 1/" HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR —r 38"HEX BOLT SLOT FOR 1.385 3/8" 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 a mmUNIRAC . - , . . . - - : 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'a'serrated flange nut Flange tft ' •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 YXStaTFOR Direction Ultimate Allowable Load Factor, Load Factor, w�nr�wwr Ibs(N) Ibs(N) FS Ibs(N) (1) t Sliding,Z± 1766 7856 755 3356 2.34 1141 5077 0.646 rat — 9, ( ) ( ) ( ) 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) 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 • sin U 1 V I RAC • 1 . SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D rra ry Bolt Mid clamp material: One of the following extruded aluminum Mid la e N alloys:6005-T5, 6105-T5,6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi � w Finish: Clear or Dark Anodized 1 Mid clamp weight: 0.050 lbs(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-lbs 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 1,00 D19AWF - - Direction Ultimate Load Factor, Load Factor, eervrtr"raaours lbs(N) lbs(N) FS lbs(N) 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 1 490(2179) 1 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,3020040,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,3020120 0 End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 oft 0 Ultimate tensile: 38ksi,Yield: 35 ksi 0 Finish: Clear or Dark Anodized .-- 0 End clamp weight: varies based on height: -0.058 lbs (26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one'/4"-20 ASTM F594 Bea serrated flange nut s Use anti-seize and tighten to 10 ft-lbs 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 Modules must be installed at least 1.5 in from either end of a beam .x Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) m t Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 c Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions specified in inches unless noted Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555 - Technical . . . - - :" SOLARMOUNT UNIRAC 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 0 Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden.. 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 • 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 Ibs(N) m r� 'y' '" Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441 J - I.ory r.X Sliding,Zi 66(292) 1 27(119) 2.44 41 (181) 1 0.619 Dimensions specified In Inches unless noted ^�# i t °s GREENFASTENTM PRODUCT GUIDE - GF-I 4 American Wood Council Lag Bolt Pull-Out Values fw 3 r5 k i Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) Ait Lag screw specifications Specific 5/16"sho ft* Gravity per inch thread depth Douglas Fir,Larch .50 266 v Douglas Fir,South .46 235 3 Engelmann Spruce,lodgepole Pine .46 (MSR 1650 f& higher) 235 Hem,Fir,Redwod (close grain) .43 212 3 Hem,Flr(North) .46 235 Southern Pine .55 307 Thread Depth g� o Spruce,Pine,Fir 42 205 Spruce,P'lne,Fir .50 266 (E of 2 million PSI and higher o grades of MSR and MEL) . R , A -'es s M d # # O O W ,S _ E..,..-., A,';w__rt 9rot. _.d,.,r;_r nvzhr.All r,its'eserved 0 2-1 See.6-1 x4 GREENFASTENT"' PRODUCT GUIDE - GF-I Specifications r r s =` f PART I -GENERAL 1.3 SUBMITTAL B. Fasteners(may be supplied by others)to be A. Submit manufacturers written specifications. compatible with chosen roof application and <, 1.1 SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load A. WORK INCLUDES C. Submit installation instructions. test data. 1. GreenFasten solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing 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. 1.4 QUALITYASSURANCE D. Bushing is EPDM. 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. Y "7 3.Division (:Administrative and procedural 2.3 FINISH-Mill Finish requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer l.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. I.Mill Finish A. COMPONENTS: V°: L u 1. GreenFasten system consists of aluminum 2.Black kynar painted y PART 2 - PRODUCTS gjc _ s, flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted 3 bonded stainless steel and EPDM washer. v 2.1 MANUFACTURER 2. Fasteners o f Of EcoFasten Solar A PART 3 - EXECUTION A.To be of metal compatible with aluminum 289 Harrel St.Morrisville,VT 05661 GreenFasten components. x o (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. m p y 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 g to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before j= 7' See test data at www.ecofastensolar.com �f Z 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. k 3. Sealant(if required by roof manufacturer): to be roof manufacturer approved. I. F-I I I B. Verify that roofing material has been installed o correct) prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L-101-3" y p g ` 3. L-102-3" &ap 4. CP-R 3.2 INSTALLATION B. DESIGN REQUIREMENTS: A. Comply with architectural drawings and f u I. Bracket spacing to be recommended by 5. CP-SQ project engineer's recommendations for location project engineer. 6. SL-102-6" 2. Install a minimum of one fastener assembly. 7. Z-101 of system.Comply with Manufacturer's written installation instructions for installation and layout. 1 8. Custom 3. It is important to design new structures or t o assess existing structures to make sure that " they can withstand retained Toads. c f w _.,,r_>_. Seri ; ?.il rer,pros Ct.-..der o - FII ,Ht ?se,,eJ �32 '6,', 5ee.5-) e € `A r =v GREENFASTENT PRODUCT GUIDE - GF-I Bracket Options - CP-SQ �_ ___ .375 - .008 _T A t� .• ----- 1000-- 025 LL ` .. 4 �D i 4w" -Q '2.000 . .025 Off m� E o h , z ¢ X W e--# i g -� -- t a, 5 _ .377 -.010 7HRU .875' .010 X 82" NEAR SiE ' s 0 w Compression Plate 2" X 2" Mill Aluminum . .,r_.,�u•�cfcf Ad „n_nr,rote._ ..r„__r o yr;r: F11( qr -asen,e' .,.iao l; Sec.4-4 t$ 3��V GREENFASTEN" PRODUCT GUIDE - GF-I GF I- L 812 "A , ..--- 8.000- .005 ,.. -- - R.38 .032 TO V — ONa, Y :14 4 v 0 12.00; .125 — _ .30- .0l o v ; 3.00- .12 5 4.00 . 25 -- .26 .0l 05 c9 c V� y �ro fi Finish Options ;-. o BLK= Matte Black :L BRZ = Medium Bronze MLL= Mill Finish AB 6,,, Sec.4-2 s GREENFASTEN T11 PRODUCT GUIDE - GF-I Exploded Product View g � � 3 f V §§$$' f �p - = 3 Tim- 5 3 a . ._ 'fit a i.n �� co c z € k co eW c w *Note: Numbers correspond with B.O.M,Sec. 3-1 AA:_ r_. Cf rr=.Ail:,t_ s� �,`b",' Sec.l-I w t v } t^ t t „a a �, .,, $ `f * j # p a i _ 3 }e Ai CF7 C PE�7�C Uciv, C'C. li t _ ' lCtSta ton,lnst*tta�rs Sec.2 s' E,tlh of Materials -ec.3. CuMeetS —:.Sec.4 [¢¢[¢¢;;y,i. F' k fl; '� f 4� ,� �: .� k ', q� i k� _ Bit' ul-Qutlal - ec, b_ E I i J o f F t z 77 v IR tl 4 F $ t 3 t r !T f *� �'`# c F 'S ton ', r r comfiiided to the'Svpportrt of Renewable Energy A S PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)` PERFORMANCE AT 800 W/li NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp Open circuit voltage Vn, 39.4 V Open circuit voltage V11, 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current I m 9.58 A Short circuit current 1 nv 7.75 A Maximum power point current I 8.94A Maximum power point current I 7.22 A 'STC 1000 W/m',25°C AM 1.5 Minor reduction in efficiency under partial load conditions at 25°G at 200 W/ml,100% 1)Measuring tolerance(f,,,,)traceabletoTUVRheinland:+/-2%(TUVPowerControlled). (-/2%)of the STC efficiency(1000W/m�)isachieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48°C Cell type Mono crystalline TC 1 0.04%/°C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCvo, -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 1 b(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 H 600 W/m: Number of bypass diodes 3 UL Design Loads" Two rail system 113 psf downward 64 psf upward 400 W/m2 170 psf downward UL Design Loads" Three rail system 64 psf upward 200 W/mz IEC Design Loads" Two rail system 113 psf downward 100 W/m2 50 psf upward 'Please refertothe Sunmodule installation instructions forthe details associated with -- — these load cases. Module voltage[V] Va ADDITIONAL DATA 1 xa 37.44(951) Powersorting' -OWp/+5Wp J-Box IP65 Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10 Fire rating(UL 790) Class C Glass Low iron tempered with ARC 41.30(1050) Version 0.6 15.3 l me VERSION 2.5 FRAME 65.94(1675) bottom mounting Compatible with both'Top-Down" holes and"Bottom"mounting methods 4rGrounding Locations: ry 4 corners of the frame D 4locations alongthe length of the module in the extended flanget :LOA. 1.34 34 T20(107)t 1.22(31) 39.a1(1001) rAll units provided are Imperial,51 units provided In parentheses, SolarWorld A6 reserves the right to make specification changes without notice. SW-01-6025US 02-2014 d ' { ,x 3�aN,tuv,�o� TUV Power controlled: TOVRhainlanE Lowest measuring tolerance in industry 'O 000001a1^a 1 Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy � ,. accumulations of snow and ice J Sunmodule Plus: " Positive P erformancetolerance ' J 25-year linear performance warranty and 10-year product warranty J � .` Glass with anti-reflective coating World-class quality Q"alty q d,125 d e'er•Ammonia msiefrrtcn Fully-automated production lines and seamless monitoring of the process and material ovE P..dleabtl.lEC!„2A _ Pa •P..dl nrvnx.l�,,..n •PerloAlc InaaectMn •Blowlnpaentl naiabnt io- -�- fi•Pewerfw.hollaA ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting \ P PMA .F.F S P Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that s gym' A' �I t c gas have greater than or equal to the nameplate rated power. �J P UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years 1 �,�, SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of a 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 solarworld.com We turn sunlight into power. DocuSign Envelope ID:30D4BlDF-E4A2-4670-B546-7D53A1015lF4 You,the buyer,may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction.See the attached notice of cancellation form for an explanation of this right. Intending to be bound, each of us signs this Home Improvement Contract for Solar Electric System. I (we) acknowledge receipt of the above notices,and a copy of the Contract. DO NOT SIGN THIS CON- TRACT IF THERE ARE ANY BLANK SPACES. Homeowner(s) Alteris Renewables, Inc. dba RGS Energy DocuSigned by: DocuSigned by: 6/6/2014 6/10/2014 SI tureCE410140s... Date 2fl0F@c14D5... Date Larry Rankin Bruce Hallett Printed Name Printed Name Lead Energy Analyst Signature Date Title Printed Name Page 4 UJN: 10131584 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 6/6/2014 3:25 pm DocuSign Envelope ID:30D481DF-E4A2-467D-6546-7D53A10151F4 H.Schedule of Progress Payments First Progress Payment 19096 of balance/.- $ 22,545.00 First Progress Payment due upon installation of solar modules on the rooftop or ground mount, and connection of inverters and other electrical equipment. Both parties agree this will constitute substantial completion. Final Progress Payment/109b ofba/anc%- $ 2,505.03 Final Progress Payment is due on interconnection of the Project to the energy grid. You and we may agree that an assignment to RGS of the rebates under the applicable rebate program will constitute a portion of the Final Progress Payment. I. Beginning and Completion of the Work to be Performed The work under this Contract begins at the site evaluation conducted by RGS. The "Effective Date" of this Contract is the date of the latest signature. Date the Work is Scheduled to Begin: Date the Work is Scheduled to be Substantially Complete: ADDITIONAL FOURTEEN DAY RIGHT TO CANCEL Various state and federal laws and regulations require us to allow you a three day right to cancel this transaction. Because of this,we are required to give you certain notices with headings entitled THREE- DAY RIGHT TO CANCEL,such as the next section.Although not mandated by law,we are agreeing that instead of the three(3) day right to cancel,you have a fourteen (14) day right to cancel,which be- gins on the Effective Date and ends at midnight fourteen days later,starting counting the day after the Effective Date. THREE-DAY RIGHT TO CANCEL' You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof,provided you notify the seller in writing at his main office or branch by ordinary mail posted,by telegram sent or by delivery,not later than mid- night of the third business day following the signing of this agreement. DocuSigned by: 6/6/2014 Sig f yFdCE4101409._ Date Signature Date 1 This notice is required by Massachusetts law.In this notice,"agreement'is this Contract,and"seller"is RGS.Your signature here only acknowledges that you have received the notice of your right to cancel.If you actually wish to cancel,use the forms found on the last pages of this Contract. Page 3 UJN: 10131584 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 6/6/2014 3:25 pm DocuSign Envelope ID:30D4BIDF-E4A2-467D-B546-7D53A1015iF4 Home Improvement Salesperson: Project Manager: Tonya Morgan Laura Biddulph Registration Number: D. Installation Address and Contract Number Installation Address: 20 Bridge Road Unit 26, Florence, MA, 1062 Contract Number: 10131584 E. Description of the Project and Description of the Significant Materials to be Used and Equipment to be Installed The project is a turnkey solar electric system (the"System") as described below and installed at the home identified above. The System cost includes rebate application preparation, equipment procure- ment and installation, site preparation, permitting and interconnection support, rebate project comple- tion paperwork, training, operations and maintenance (through interconnection), in compliance with all applicable state laws. The System is comprised of the following components and additional items typ- ically necessary to install a complete and operable System. Solar Module Quantity/ Description: Mounting System: UNI-Rac 24 each/Solar World-275w All-Black Mono Estimated Annual Energy Output in kWh:8,202 Inverter Quantity/Description: Monitoring System:Envoy (24) Enphase-M250 F. Down Payment Down Payment: S 1,000.00 The down payment is due when this Contract is signed by Homeowner and returned to RGS for coun- tersignature. G. Contract Price Payment Amoun Total Contract Cost $ 28,050.03 $ 2,000.00 Estimated Rebate Estimated Solar Rebate Z Assigned ::1 Not As- signed to RGS Balance after Rebate $ 26,050.03 Down Payment $ 1,000.00 First Progress Payment I $ 22,545.00 Final Progress Payment $ 2,505.03 DS You agree to assign rebate to RGS: (initials) Page 2 UJN: 10131584 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 616/2014 3:25 pm - ^ 000us�ns"vow m Envelope ID: 0151 F4 ' U4��' " ~��=� ,~� �� .� i � �� ~ �� ~� o/,^"m°�,�Bright Savings. HOME IMPROVEMENT CONTRACT FOR SOLAR ELECTRIC SYSTEM These cover pages contain information specific to the Home Improvement Contract for Solar Electric System ("Contract") between you ("you" or"Homeowner") and RGS Energy (^me.' ^ux' or''RGS^) for the residential photovoltaic system, consisting of solar panels and related equipment to be installed at your home (the "Project"). These cover pages, along with the Terms and Conditions are the documents con- stituting the Contract. You may have already been given certain Federal and state mandated disclo- sures and additional notices and other such disclosures and notices are attached. A. Notices toHomeowner You signed the Contract /0/ZOI4�ct�n This date is sometimes referred to as the"transaction date.' You are entitled 1oa completely filled in copy of this agreement,signed by both you and the contractor, before any work may bestarted. Any "Notice ofCancellation"allowed under this contract or pursuant to )avv may be sent to RGI at its address shown below. The prices and terms we proposed to you are valid only until the tenth (1 Oth) day after the date first presented /n writing toyou. We signed the Contract on 6/6/2014 Q. Homeowner Information Homeowner Name: Larry Rankin Mailing Address: 30 Bridge Road Unit 26 City, State' ZIP: Florence, M/\' 7062 Telephone Number: (473) 584-0115 Email Address: ean/arry@conncasLnet Additional Homeowners, if any: Name: Name: Mailing Address: Mailing Address: City, State, ZIP: City, State, ZIP: Telephone Number.- Telephone Number: Email Address: Email Address: C. RGS Energy Contact Information Name: Laura 8iddu/oh Business Address: Employer /D Number: 26'3503699 32Taugvvonk Spur,/\|2 �on/ngnnn.[TO6378 ' Telephone: (473) 387'3256 Contractor's License Number:� 762709 EnnoU: laum.Uiddu/ph@vrgscncrgycnm Page uuw: m1mmw nm.REmosNTIAL SOLAR PURCHASE xonEEMsNT.09 6/6/2014 3:25 pm July 2, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Rankin Residence, 20 Bridge Rd. Unit 26, Florence, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Garage Roof 1 (one layer composition): 2" x 8" wood truss rafters at 24"o.c., with roof slope distance 21'-6", pitch 34 deg.; Main Roof 2 (one layer composition): 2" x 8" wood truss rafters at 24" o.c., with roof slope distance 26'-1", pitch 34 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 Portrait solar mounting, the Unirac Solarmount rails with EcoFasten Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 48" max. spacing and securely fastened with 5/16" dia. x 3 '/z" SSTL lag screws as shown on drawing PV-A03. All attachments are staggered amongst the framing members. For the installation of the Landscape solar mounting, the Unirac Solarmount rails will be attached to Unistrut channel and secured with EcoFasten Green- Fasten with ECO-CP-SQ Bracket. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. a AL kA4 i OV- MAsS Sincerely, 4�N S� iP 0 O (IVII r V 0'A "sec i James A. Marx, Jr. °FFS Nn� Professional Engineer MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy 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): 1.0 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. 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 20 Bridge Road, Unit 26 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 cerd ' and rthe ains and penalties of perjury that the information provided bove is true and correct. Signature: Date: I ZS I 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 Addres Expiration Date L—)JL 978-855-8568 Sig a Telephone 9.Realatered Home lmorovement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington, CT 06378 4/6/15 Addre Expiration Date i� I�U[�1/ 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 SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding(D] Other[GJ solar Brief Description of Proposed Work: Installation of a 6.6kW roof mounted solar array using 24 SolarWorld SW275 Mono modules,24 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 existina 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 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 I, Larry Rankin as Owner of the subject property hereby authorize Alteris Renewables dba RGS Energy to act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached Signature of Owner Date Alteris Renewables dba RGS Energy as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Na 7 Signatu a of er/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 - ---, s Bldg. Square Footage _ __ i Open Space Footage % (Lot area minus bldg&paved ` parking) i #of Parking Spaces volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW YES 0 r _ IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q YES 0 IF YES: enter Book Page; and/or Document#i B. Does the site contain a brook, body of water or wetlands? NO Q 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 Q , Date Issued: C. Do any signs exist on the property? YES 0 NO Q IF YES, describe size, type and location: f D. Are there any proposed changes to or additions of signs intended for the property? YES 0 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 e IF YES,then a Northampton Storm Water Management Permit from the DPW is required. _ Department use only 7�lj ity of Northampton Status of Permit:uilding Department CurbCutll�rtvewayPermit 212 Main Street Sewer/SepticAvaltablliillL 2 8 2014 �' Room 100 Waterman Availability_r No 1hampton, MA 01060 Two Sets of Structurat Plans Electric, Plumbing&Gphoaecgs>}1$ 587-1240 Fax 413-587-1272 Plow to Plans Northampton, MA 01060 Other Spec fy 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 20 Bridge Road, Unit 26 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Larry Rankin 20 Bridge Rd,Unit 26,Florence,MA 01062 Name(Print) Current Mailing Address: see signed contract attached 413-584-0115 Telephone Signature 2.2 Authorized Ascent: Alteris Renewables dba K-5 LAM q 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 6,000 (a)Building Permit Fee 2. Electrical 23,000 (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) 29,000 1 Check Number This Section For Official Use Only Building Permit Number. Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0111 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 26 MARK WARNER DR-20 BRIDGE RD MAP 16B PARCEL 001 042 ZONE SR/URA/WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Z�4 014 442 Fee Paid Tvneof Construction: INSTALL 6.6 KW ROOF MOUNTED SO AR 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 INFORMATION PRESENTED: _L,,okpproved 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 oli ' ay Sign of uil g 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. 26 MARK WARNER DR-20 BRIDGE RD BP-2015-0111 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16B-001 CITY OF NORTHAMPTON Lot: -042 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-2015-0111 Proiect# JS-2015-000202 Est. Cost: $29000.00 Fee: $174.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 101487 Lot Size(sq. ft.): Owner: RANKIN LARRY Zoning: SR/URA/WSP Applicant: REAL GOODS SOLAR INC AT: 26 MARK WARNER DR - 20 BRIDGE RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:7/29/2014 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 6.6 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 7/29/2014 0:00:00 $174.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner