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31A-282 (4) FOR CONSTRUCTION Notes: Wire Schedule 1. All conduit to use water-tight expansion fittings. 13- &-s LGOODS Tag Wire Ground Conduit Length 2. All Rooftop conduit to be a minimum of 1"above the roof surface. 3. PV Connection into Load Center shall be positioned at the opposite end from the Utility Input feeder location.(Where applicable) A (1) Enphase Engage Cable #6 AWG BARE Cu N/A -35' 4. All equipment to be rated NEMA-3R unless otherwise noted. 32 TAUGWONK SPUR,Al2 5. Lowest expected ambient temperature based on ASHRAE min. mean extreme dry bulb temperature for ASHRAE location most STONINGTON,CT 06378 B (10)#10 AWG THHN/THWN-2 #8 THHN/THWN-2 3/4"EMT -40' similar to installation. (860)535-3370 C (3)#10 AWG THHNlTHWN-2 #8 THHN/THWN-2 3/4"EMT -10' 6. Highest continuous ambient temperature based on ASHRAE highest month 2%dry bulb temperature for ASHRAE location most similar to installation. 7. All conductors to be copper unless noted otherwise. Cn 8. Conductor sizing shall limit Voltage drop to 2% DC &1.5%AC (2%for Enphase Systems). C: o o n W U K MODULESPECIF}CATIONS INVERTERSPECIFICATIONS CURRENTS VOLTAGES n ° CANADIAN SOLAR CS6P-250PX ENPHASE ENERGY M215-60-2LL-S22 D.C.MAX.: MODULE Isc x 1.25 D.C.MAX.: MODULE Voc x TEMPD x TEMPCOEF Voc c� Q STC RATING 250 W NOMINAL VA, 240 V 8.87A x 1.25 = 11.09 A @ -20°C 37.2V x 45 x 0.0034 = 42.9 V p PTC RATING 228 W MAX.W 260 W D.C.OP.: MODULE hp D.C.OP: MODULE Vmp Fn V r.a 30.1 V MAX.Wnc 215 W 8.3A = 8.30A 30.1V = 30A V L a w I 8.3 A STARTUPVOLTAGE 22 V SOURCE I., MODULE Isc x 1.25x 1.25 SYSTEM LABELING SPECIFICATIONS ° V oC 37.2 V MN.V 22 V 8.87A x 1.25 x 1.25 = 13.86 A C) MAX.DC VOLTAGE( °C): 42.9 V DC MAX CURRENT: 11.09 A I 8.87 A MAX.V 36 V OUTPUT IAC INVERTER lac x 1.25 x INVERTER QTY DC OPERATING VOLTAGE 30.1 V DC OPERATING CURRENT: 8.30 A HEIGHT 64.5 n MAX.V 45 V 0.9A x 1.25 x 11 = 12.38 A T m AC NOMINAL VOLTAGE: 240.0 V MAX.AC CURRENT: 9.9 A m WIDTH 38.7 n MAX.I 15 A TEMPERATURES DEPTH 1.57 n MAX.1" 0.90 A WIRE SIZING >CD AREA 17.3 fts CECEFFICIENCY 96.0 % AIvEIENTLOWTEMFIRATURE _ -20'C AMBIENT HIGH TEMPERATURE = 32°C TAGA: WIRE SIZE AMPx TEND.DEBATE WEIGHT 45.2 Ibs #12 30A x 0.76 = 22.80 A MAX.FUSE RATING 15 A TEMP.RISE FOR VOLTAGE CALCULATIONS = 31 °C WIRE SIZE AWx TEMP.DERATEx FILL DERATE TEMP.COEF.(Voc) 0.3400 %(°C TEMP.ADJUSTMIENT FOR CONDUIT EXPOSED ON ROC = 22'C TAG B: #10 40A x 0.76 x 1 = 30.40 A TAG C: WIRE SIZE AMPx TEMP.DERATEx FILL DERATE #10 40A x 0.96 x 1 = 38.40 A INTERCONNECTION 0 120%RULE-705.12(D)(2) ° UTILrTY FEED+SOLAR BACKFEED U C.0 200.0 A + 15A = 215A ~ N i (n Q o co BUSS RATING x 120% Q Lo 200.0 A x 120% = 240A N v L o F_ • �? U cn (N) Enphase �0 1-Phase C) ao�i U C� o > Envoy 120/240V O U) °o 4- LO x ~ r Z ° 120V M 0" N Exterior Wall (11) Canadian Solar CS6P-250PX Modules with 0 LL (11) Enphase M215-60-2LL-S22 Micro-Inverters (N) PV Meter < Branch of 11 Enphase Energy (N) 240VAC 200A ��E�R J-Box 4x4x4 Tedd Kelley 15A ---- °A,E N 2014-06-12 (E) ALE 200A NTS C c mmm°m• . Crouse Hinds ELECTRICAL DIAGRAM A e PV-E01 Roof Top Electrical Interior Basement FOR CONSTRUCTION © o ooQQ��o :.w G 0 0 D S �t 32 TAUGWONK SPUR,Al2 1 STON I NGTON,CT 06378 X (860)535-3370 G56P o } ens m o i r. X$ Z a 2 p L > Of _ (D o Attachment Profile m 1 Scale: 3/4" = 1'-0" Cf 4 a E U ° 0 a1 O Q p L p� O Unirac Solarmount Rail F- 'M U E C w/Module Clip&Ground Weeb p coca a 0 Solar Module Unirac Serrated L-Foot L o >� cn ° SYSTEM COMPONENTS I PART NUMBERS I QTY � > '� E ca 2 EL W/3/8"SS Bolt _ 0 ti ° o PHOTOVOLTAIC MODULES �^ Z CA NA DIA N SOLA R CS6R250PX CS6R250PX 11 Quick Mount QMLSH:QBASE LOW SLOPE MOUNT -- ---. ____ -______-____--_ __________- _____ _- -_-_ ---------------_ m Rolled Composite Cap Sheet INVERTERS Enphase Energy M215 60 2LL S22 M215 60-2LL S22 11 ----- --------------------------- ___-- Z Rolled Composite Torch Down - -- - - - -- - -- -- -- a t \� MONITORING --------- „. Enphase Monitoring I Tedd Kelley Comm Gateway, 120 Vac____..--------------_---------------_---_-----___--I ENV-120 M 1 Square-Head Galvanized Nails _— Enphase compatible GE i210+Revenue Grade Meter w ith ZigBee Wireless RGM-MTR-01 1 ____ ZigBee USB stick for Envoy corrrnanication w ith RGM !I RGM-ZGB-01 i 1 wiE. ROOF MOUNT MATERIALS 2014-06-12 5/16"x 3-1/2"SS Lag Bolt Rail Components_ _ SCALE w/Min. 2.5"Penetration UniRac Solir unt Rail, 168"Long Gear Finish 31- - 6 NTS Decking _� Sealed w/Approved Sealant UnKac SolarMount Splice Bar Serrated,Gear Finish 303001C 4 UniRac SolarMlount Endclanp,Size K,Gear Finish 302009C I 8 DETAILS UniRac SolarNbunt Mdclamp,Size ABCDK Clear Finish -- 302101C —� Y 18 Attachment Detail --- -- -__ ___ ___ -_ _ 7 Anchors&Mou --ng Brackets ___ UniRac SolarNbunt L Foot Serrated,Gear Finish 304000C ( 22 \/ Scale: 1" = 1'-0" Fender Washer, 18-8 SS,5/16"X 1-1/4 W118FS 44 P V -AO 3 v__ v ---------4. . . , Quick Mount QMLSH:ABASE LOW SLOPE MOUNT QMLSH A 12 + 22 FOR CONSTRUCTION X�l I G 0 0 24'-4" lo 32-TAUGWONK SPUR,Al2 STONINGTON,CT 06378 (860)535-3370 ol Chimney Vent Pipe Cn z 0 0 CL U) 0 z 0 V5 .... .............. ...................................... cs�P_25opx CS6P 250PX > _G6P-2KPX CS CSOP�01. LU LL (D M CD LL 13'-4" 101-101, cs6p 250px 036p 250PX CS6P_25CPX C56P-2501X O E Q o n U) 00 U') co 0 < .......... ........ . ....................... ........... 2 F- 2 !E ca Ur > E (D 0 M C) EL Lr) C X 0 0 -C CV z C� 16'-5" Z < ARRAY Roof Specifications: -G.ER Roof 1: Tedd Kelley Rolled Asphalt qEa 2"x8"Rafters @ 16in O.c. ---- Pitch:16* Equipment Specifications: Azimuth:220* Quantity of Attachments= 22 @ 48in O.C. (Limited by Structural/Wind Characteristics) Module: (11) Canadian Solar CS6P-250PX 11 Modules 2014-06-12 • Maximum UniRac Span =48in (Maximum Allowable Cantilever is 1/3 Of The Max Rail Span) Inverter 1: (11) Enphase M215-60-2LL-S22 .—E • Racking and Attachment: UniRac SolarMount with Quick Mount 7"QMLSH: QBASE LOW SLOPE Racking: UniRac SolarMount 1/4"= V-0" MOUNT attached with (8)#14x 3in SST screws per attachment Attachment Flashing: Quick Mount 7"QMLSH: QBASE LOW • All Dimensions shown are to module edges, including I in. Spacing between Modules required when SLOPE MOUNT Site Specifications: SYSTEM LAYOUT using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. Occupancy: Single Family Dwelling ti • UniRac Requires one thermal expansion gap for every run of rail greater than 40' Design Wind Speed: 90 MPH Ak • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Exposure Category'. B Pub 110616-1 cc,June 2011 Roof Height: 25FT PV-A02 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be Ground Snow Load: 40 PSF necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION © a �oQa�Oo '� . L '\ 32 TAUGWONK SPUR,Al2 STONINGTON,Cr 06378 (860)535-3370 If '1 1`! co Driveway o 0 / 10.1 w Exterior Wall: p �pC� ,�f '� (E) Utility Meter Z/5 s g Interior Basement: �, N Vv (E)200A Main Service Panel o T \, (N) Point of I nterconnect-2 Pole Breaker in MSP (N) Enphase Revenue Grade PV Meter m \, (N) Enphase Envoy Monitoring System ! ! , � \ a v , a) I.- 'CO, \_ in � V J Q O co C Q � Q) N O (V Steuer Residence F- •v U cu) c' Co C s o U '! O L EL X (N) PV Array: \, 0 IZ- r` ° 0 (11) Canadian Solar CS6P-250PX Modules '� �; a N z m (11) Enphase M215-60-2LL-S22 Micro-Inverters 1, Rolled Asphalt Roofing co Roof Framing: 2"x8" Rafters @ 16in O.c. Site Specifications: Pitch:16° Azimuth:220 .� `�• Property Line < Occupancy: Single Family Dwelling Design Wind Speed: 90 MPH Exposure Category: B ., 'r Tedd Kelley Roof Height: 25FT R� A r 0 '� ---- Equipment Specifications: �., E 2014-06-12 Module: (11) Canadian Solar CS6P-250PX -, Inverter 1: (11) Enphase M215-60-2LL-S22 ' S-E Racking: UniRac SolarMount 1/16"= 1'-0" Attachment Flashing: Quick Mount 7"QMLSH: QBASE LOW SLOPE MOUNT "�� , x SITE PLAN i 9 PV-A01 s FOR CONSTRUCTION © a Grid Tied Photovoltaic System REA -LGOODS DC Rating: 2.75 kW Steuer, Shelley - TAUGWONK SPUR, 100 Washington Ave 3STONING ON,CT 06378 Al2 Northampton, MA 01060 (860)535-3370 Jurisdiction: City Of Northampton C Z Scope of Work: General Notes: Sheet List Real Goods Solar will install a 2.75 kW Grid-tied Photovoltaic System totaling 1. System follows any/all Fire Code Setbacks per Ordinances of the City a 0 (11) Canadian Solar CS6P-250PX modules with (11) Enphase Of Northampton. Sheet No. Sheet Title Z o a M215-60-2LL-S22 Inverter(s), Flush mounted on a Rolled Asphalt roof and 2. All projects will comply with the Ordinances of the City Of PV-000 COVER o Interconnected via Breaker in Main Service Panel. Northampton. PV-A01 SITE PLAN w Ln 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, o Equipment Specifications: 1 No time on Sunday or legal Holidays. PV-A02 SYSTEM LAYOUT o Module: 11 Canadian Solar CS6P-250PX 4. Product Data Sheets will be included. ( ) 5. Rooftop penetrations will be completed and sealed per code by a PV-A03 DETAILS T U Inverter 1: (11) Enphase M215-60-2LL-S22 m Racking: UniRac SolarMount licensed contractor. PV-E01 ELECTRICAL DIAGRAM Attachment Flashing: Quick Mount 7"OMLSH: ABASE LOW 6. All Photovoltaic modules will be tested and listed by a recognized SLOPE MOUNT laboratory. 7. Certifications will include UL1703, IEC61646, IEC61730. 8. A continuous ground will be provided for the Array and for all Roof Specifications: Photovoltaic Equipment. Roof 1: 9. DC Wiring will be run in metal conduit or raceways within enclosed spaces in a building. Rolled Asphalt 10. Conduit,Wire systems and Raceways will be located as close as 2"x8" Rafters @ 16in O.c. Pitch:16' possible to ridges, hips, and outside walls. ° E CD Azimuth:220° 11. Conduit between Sub Arrays and to DC Combiners/Disconnects will U use guidelines that minimize the total amount of conduit by taking the Cf) > ° U.)11 Modules > ¢ o co path. -p o Q LO 12. Space Requirements for electrical equipment will comply with NEC v U a, o Article 110. c Site Specifications: 13. Equipment grounding will be sized in accordance with Table 250.122. o Q Occupancy: Single Family Dwelling 14. Connectors that are not readily accessible and that are used in the (� > 9 o Design Wind Speed: 90 MPH circuits operating at or over 30V AC or DC shall require a tool for — LO °o a` X Exposure Category: B opening and are required to be marked"Do not disconnect under = ti z Roof Height: 25FT load"or"Not for current interrupting", per 690.33(c) & (e). 13- N m Ground Snow Load: 40 PSF 15. All signage to be placed in accordance with local building code. 16. Signs or Directories will be attached to the electrical equipment or m located adjacent to the identified equipment. All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. a City Of Northampton Building Code 18. Any plaques will be metal or plastic with engraved or machine printed City Of Northampton Mechanical Code letters, or electro-plating, in a red background with white lettering, a City Of Northampton Electrical Code minimum of 3/8"height and all capital letters. � �{' Tedd Kelley � �• ��_ Wvtder City Of Northampton Plumbing Code' hiaisw '`' Rya City Of Northampton Fire CodeyV ,� ---- 2011 National Electrical Code °„E MA 780 CMR, 8th Edition r 2014-06-12 -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) =.E ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other LX Leave 8 NTS tsf{�. Structures taf[ COVER PV-000 Technical . . . - - ::8 . . • UNIRAC SolarMount Beams Part No. 310132C, 310132C-13, 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) 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 T 1.316 3.000 SLOT FOR 38"HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 y Y 1.875 • A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted . . . Technical . . . - - Ugo 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 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-parry 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 M Applied Load Average Safety Design Resistance 5x 5c OT KM Direction Ultimate Allowable Load Factor, Load Factor, waawur 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) 2.461 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 . . : SOLARMOUNT Technical . - - OOUNIRA SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,30210413, 302105D,302106D rra 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 Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs(23g) R 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'/:'-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 [AS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1,00 DISIAWE — - Direction Ultimate Load Factor, Load Factor, WrOA N M61 Ats Ibs(N) Ibs(N) FS Ibs(N) 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Sliding,X± 1 1194(5312) 1 490(2179) 2.44 741 (3295), 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3020090,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 Oft Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 Ibs (26g) d Clamp Allowable and design loads are valid when components are Sefrated' 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 W-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory A Modules must be installed at least 1.5 in from either end of a beam ►X _ s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) m MM Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Mooue THICK-% Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r I Sliding,X± 142(630) 52(231) 2.72 79(349) , 0.555 Dimensions specified is inches unless-Hated 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'/4"-20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut, and one 1/4"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) (1) ' 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,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a QBase Low Slope Mount Instructions WARNING:Quick Mount PV products are NOT designed and should NOT be used to anchor fall protection equipment. Installation Tools Required:Drill with 7/32"bit,impact gun with 1/2"socket,1 tube of sealant compatible with roofing materials, pencil,chalk line mss, a Locate the desired mount placement over a rafter(or cus- Drill both pilot holes with a 7/32-inch bit. Make sure to tom wood blocking). Using the base as a template, mark hold the drill square to the rafter.The lag bolts must be an- the two penetration points with either a pen or light drill- chored into a structural member,so it is very important to ing.Use two opposing holes on the base plate,parallel to hit the center of the rafter with your pilot holes.Fill the pi- the structural member. lot holes with a sealant compatible with roofing materials. r� .r Prior to attaching the base to the roof, place the grade-8 Attach the hardware(items 5-8)to the top of the post.(Be hex bolt (item 1) in the bottom of the base (item 2) and sure to seal off the post from weather exposure with the screw the post (item 4) in.This is easier than adding the sealing washer(item 5), in the interim before racks are in- post after securing the base to the roof.Attach the base/ stalled.)You are now ready to flash the mount,roof around post assembly to the roof with two lag bolts(item 3). it, and attach racking. Aluminum flashings for built-up roofs are available from Quick Mount PV in 4"and 8"cones (sold separately).For membrane roofs,be sure to use man- ufacturer-specified flashing and utilize the services of a certified roofer. �4uick Mount PV 925-478-8269 • www.quickmountpv.com • info @quickmountpv.com 2700 Mitchell Dr.,Bldg 2 • Walnut Creek,CA 94598 Oct-2013,Rev 4 131 7.2.3-5 02013 by Quick Mount PV.All rights reserved. QBase Low Slope Mount I QMLSH 4X 0.32 THRU 8 CLEARANCE FOR 5/16"HARDWARE 2.50 =o 0 7 —10 A� 6 qusa 04.00 01.25 5 7.00 a 4 3 .50 , 1.510 outovcv. 1❑AVAILABLE IN 7",9",AND 12"HEIGHTS. _ 2 K MOUN�� ❑2 AVAILABLE IN MILL,CLEAR ANODIZED, QBASE (ITEM 2) AND POST (ITEM 4) AND BRONZE ANODIZED FINISHES. 1 DESCRIPTION QTY. 1 CAP SCREW,HEX HEAD,5/16"-18 X 3/4"UNC-2A,GRADE 8 1 Quick c1_Mount p'�y�v f< 2 QBASE,1-1/4"ID,FOR 5/16"HARDWARE,A360.1 CAST AL 1 1` 3 LAG SCREW,HEX HEAD,5/16"X 3",ZINC 2 TITLE: 4 POST,1.25"OD X 6.5",6063-T5,MILL 1 QMLSH: QBASE LOW SLOPE 5 WASHER,SEALING, 5/16"ID X 1-1/4"OD,EPDM BONDED SS 1 MOUNT 6 WASHER,FENDER,5/16"ID X 1"OD, 18-8 SS 1 7 WASHER,SPLIT-LOCK,5/16'ID, 18-8 SS 1 DI ENS DIMENSIONS ININCHEnEO SIZE DRAWN 6v: aA0 REV DIMENSIONS ARE IN INCHES TOLERANCES: DATE: 4/30/2013 8 CAP SCREW,HEX HEAD,5/16"-18 X 1' UNC-2A,18-8 SS 1 FRACTIONAL.1/8 14 PROP•fl V CONNO—AI ANY REPRODUCION IN PART OR AS DO NOT SCALE DRAWING TWO PLACE DEC INIAL t 18 THE INFORMAIO CONrAINED1 TH6 DR AWING 6 THE SOLE PROPER OF FK MOUNT PV THREE PLACE DECIMAL.125 SCALE:1:4 WEIGHT:1.01 $HEETI OFI A WHOLE WITHOUT THE WRTREN PIS—SON OF QUICK MOUNT PV 6 PROHIBITED _., .. 5 _ 4 3 2 1 Lag pull-out(withdrawal)capacities(Ibs)in typical lumber: Lag Bolt Specifications Specific Gravity j 21ea 5116"shaft per 2.5"thread depth 5116'shaft per 1"thread depth Douglas Fir,Larch .50 [� 1330 266 Douglas Fir.South .46 1175 235 Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) .46 1175 235 43 1060 212 . Ham,Fir 1 Hem,Fir(North) .46 1175 235 Southern Pine .55 I 1535 307 Spruce;Pine,Fir .42 1025 205 Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 1330 266 Sources:American Wood Council,NDS 2005,Table 11.2 A,11.3.2 A Notes: 1)Thread must be embedded in a rafter or other structural roof member. 2)See IBC for required edge distances. quick Mount PV) BI 7.2.3-5 RESPECT THE ROOF Oct-2013,Rev 4 CS6P-235/240/245/250/255PX Electrical Data NewEdge —s_i—c _ ----CS6P-235P X,CS6P-240P)GS6P-245P) CS6P-250PX C$61l Temperature Characteristics Nominal Maximum Power (Pmax) 235W.......24OW 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.11V 30.2V--- Pmax - -0.4301,rC_ Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/*C ---------------- Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Isc 0.065%/'C Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 4512°C Module Efficiency 14.61% 1--11.- ...1.-_.1.-.---------------,---1--.-.,-.--.--� __]_ 14.92% ---15.23%--L 15.54%-- 15.85% Operating Temperature -40'C-+85'C Performance at Low Irradiance Maximum System Voltage _1000V_ C E --(l 000V Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000viii to 20 OW/M2 Power Tolerance 0-5W (AM 1.5,25-C) Under Standard Test Conditions(STC)of irradiance of I 00OWfM2,spectrum AM 1.5 and cell temperature of 25'C NOCT -CS6P-235PX CS6P-240PX CS6P-245PX CS613-250PX CS6P-255PX Engineering Drawings Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage(Vmp) 27.2V 27.3V 27 4V 27.5V 27.5V Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.0v 34.1V 34.2V 34AV Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A Under Normal Operating Call Temperature,Irradiance of 800 Wlm',spectrum AM 1.5,ambient temperature 20°C, wind speed I m/s Mechanical Data A Cell Type Poly-crystalline 156 x 1 56mm,2 or 3 Busbars Cell Arrangement 60(6 x 10) Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) Weight 20.5kg(45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J-BOX IP65,3 diodes Cable 4mm,(IEC)/l 2AVIi 1 000mm Connectors MC4 or MC4 Comparable Standard Packaging(Modules per Pallet) 24pcs Module Pieces per container(40 ft.Container) 672pcs(40'HQ) IN Curves (CS6P-255PX) J Section A-A I Iii III f: included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters l 545 Speedva le Aven ue West Guelph l Ontario N 1 K 1 E6 I Canada Tel +1 519 837 1881 519 837 2550 I nq u ire.ca @ca nad iansolar.com www.canadiansolar.corn EN-Rev 3.51 Copyright 0 2012 Canadian Solar Inc 1 tt°yg� �r CanadianSolar NewEdge,the next generation module designed for multiple types of mounting systems,offers customers the added value of minimal system costs,aesthetic seamless appearance,auto grounding and theft resistance. The CS6P-PX is a robust 60 cell solar module a; incorporating the groundbreaking Zep Compatible frame. The specially designed frame allows for rail-free,fast installation with the industry's most reliable grounding system. The CS6P-PX is the perfect choice for customers who are looking for a Key Features high quality,aesthetic module with the lowest system costs. • Quick and easy to install - dramatically reduces installation time Best Quality • Lower system costs - can cut rooftop . 235 quality control points in module production installation costs in half • EL screening to eliminate product defects • Aesthetic seamless appearance - low profile • Current binning to improve system performance with auto leveling and alignment • Accredited Salt mist resistance • Built-in hyper-bonded grounding system - if it's Best Warranty Insurance mounted,it's grounded • 25 years worldwide coverage • Theft resistant hardware • 100%warranty term coverage • Providing third party bankruptcy rights • Ultra-low parts count - 3 parts for the mounting • Non-cancellable and grounding system • Immediate coverage • Industry first comprehensive warranty insurance by • Insured by 3 world top insurance companies AM Best rated leading insurance companies in the world Comprehensive Certificates • Industry leading plus only power tolerance:05W . IEC 61215, IEC 61730, IEC61701 ED2, UL1703, • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • ISO9001:2008:Quality Management System . ISO/TS16949:2009:The automotive quality • management system Backed By Our New 10/25 Linear Power Warranty • ISO14001:2004:Standards for Environmental Plus our added 25 year insurance coverage management system • QC080000 HSPM:The Certification for 1OR Added Value p Hazardous Substances Regulations 90•h Warranty • OHSAS 18001:2007 International standards for eo•� occupational health and safety 0% REACH Compliance 5 10 15 20 25 • 10 year product warranty on materials and workmanship 0&("S,AL E " G SGS •25 year linear power output warranty www.canadiansolar.com November 20, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Steuer Residence, 100 Washington Ave.,Northampton, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing South-Main Roof 1 (rolled asphalt): 2" x 8" rafters at 16"o.c., having roof slope distance 13'-4", pitch 16 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code— 780 CMR Residential Code 8th Ed. For the installation of the solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Ecofasten ECO-65 Plate with F-202 Bracket and ECO-EFL-BLK-1014 flashing located on the center of the rafters and will be securely fastened to the rafters at 48" sp. max. with (8) #14 x 3" SSTL screws. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, James A. Marx, Jr. Professional Engineer MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar MOODS Property Consent Form Owner: C�-W-- r Address: 100 I�`f{,t6,�►,�fir�►, v-cft W-' .1 Town: jy4rj�lAbv-> U State: Al -Zip: 6)0 0 Phone: t�13) I hereby give permission to Alteris Renewables, Inc., dba Real Goods Solar and their representatives to pull the required permits for a solar installation on the above stated property. Signed, gattv-x hu','� 10- 1 -� 3 Homeowner(s) Date 32 Taugwonk spur,A 12 Stondngton CT 06378 P:860-535-3370 F:413-683-2225 www.RealGoodsSolar.com The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street 10 Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Taugwonk Spur, Unit A-12 City/State/Zip: Stonington, CT 06378 Phone #: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1.0 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. 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 12.0 Roof repairs insurance required.] t employees. [No workers' 13.0 Other solar panels comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $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: 100 Washington 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 certify u�er tls pains andpenalties ofperjury that the information provided ab ve is true and correct Signature: 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 ❑ Michael Rotondo 102054 Name of License Holder License Number 61 Gellet_W Road, Fairhaven, MA 02719 10/6/14 Add ss Expiration Date 401-215-7056 Signature Telephone 9.Reallstered 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 Addr s 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....... 0 No...... ❑ 11. Home Owner Exemmdon 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 forrn acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine 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 aoulicable) �+ New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing Or Doors E:1 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[01 Other[Eq solar Brief Description of Proposed Work: Installation of a 2.75kW roof mounted solar array using I I Canadian Solar CS6P-250PX modules.I I Enphase V1215-60-2L.L-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 houi complete the followina: a. Use of building:One Family X Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Shelley Steuer 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 No' 61 nature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained Q , Date Issued: C. Do any signs exist on the property? YES 0 NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 0 NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only Ir �, City of Northampton Stotus of Permit: Building Department Curb CuttDriveway Permit 212 Main Street Sewer/Septic Availability. Room 100 Water/Woll Avallability ping&Gas tnspecLi� hampton, MA 01060 Two Sets of Structural Plans c, -587-1240 Fax 413-587-1272 Plot/Sit3 Flans oea trl�crthamF 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 100 Washington Avenue Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Shelley Steauer 100 Washington Avenue,Northampton,MA 01060 Name(Print) Current Mailing Address: 413-222-7527 see signed authorization form attached Telephone Signature 2.2 Authorized Ascent: Alteris Renewables dba k6i y 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 3,000 (a)Building Permit Fee 2. Electrical 10,000 (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) 13,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-1220 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 100 WASHINGTON AVE MAP 31A PARCEL 282 001 ZONE URA(89)/RR(11)/WP(8)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid Tvneof Construction: INSTALL 2.75 KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existin¢ Accessoty Structure Building Plans Included: Owner/Statement or License 102054 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOIATION PRESENTED: r/Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D o ' ion Delay 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. 100 WASHINGTON AVE BP-2014-1220 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 3 1 A-282 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-2014-1220 Project# JS-2014-002054 Est. Cost: $13000.00 Fee: $78.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group REAL GOODS SOLAR INC 102054 Lot Size(sq. ft.): 29098.08 Owner: KORFF JEFFREY M & STEUER SHELLY Zoning. URA(89)/RR(11)/WP(8)/ Applicant. REAL GOODS SOLAR INC AT. 100 WASHINGTON AVE Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860)535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.611912014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL 2.75 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: FeeTyne: Date Paid: Amount: Building 6/19/2014 0:00:00 $78.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner