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30C-017 (3) FOR CONSTRUCTION Ground WEEB& Module Clamp RGS Coro g�ack Unirac Solarmount 15 a Bracket w/L-Foot P��s S��arcl"soap ,✓ Module(TYP.) = (Long Side Down) 3Stongior,kCT 063782 � Phone(860)535-3370 1-5/8"Sq. UniStrut '. Slotted Channel Fax(413)683-2225 6�aGk 2.15 for° J -- Eco-Fasten PHOTOVOLTAIC SYSTEM � to Rooftop �/' Q`usg �rPc>� O.G. —\ �;/ Green-Fasten With CP-SQ-Slotted 4.675kW DC STC ,y/ Bracket And Aluminum Flashing& dSS @2 5/16"x 3.5"S.S. Lag Bolt LIVELY, DAVID �p r /0 r boo w/2" Minimum Penetration 497 BURTS TIP RD Fsp�aA C 2 X� Sealed w/Approved Sealant FLORENCE,, MA 0 79 2 .�I Attachment Profile Attachment Detail p # .� Scale: 3/4" = 1'-0" 2 Scale: 1" = 1'-0" DESIGNER: EJG REVIEWER: M I_M (� VERSION DATE. 2014.12-19 1.22 in. REVISIONS 20"Max 39.4 in.—-� Roof Framing PV N'lodule Rail Overhang # By Date Notes i � 1 TM j MourRuig 1 1 Landscape: -7:1 in. Holes A z I l, Roof Anchor Portrait. 13.0 in. s II & Flashing °� ^� � 1 9 �'� °"' Solarworld " Plus SW 275 a 11 11 Landscape: -25.3 in. 65 9 in. mono black 5 Anchors located Portrait:-40.0 in. on alternate roof 11 1 II 1 framing members II 1' 1 11 nv. I 1 A II I _. 48"Max _ v ^Anchor Sp SolarMount Rail B B u Staggered Attachment Detail T Distance from Module Comer Minimum Maximum X Not to Scale Long Side,A 9.4 in. 16.5 in. 0 ° Short Side*,B 4.7 in. 9.4 in. m 'Top-:lamps may be used on the Short d Sides of the Module CIE 2C.1" Max 5 UL Approve F) Locations Q Rail Splice Rail Overhang Not to Scale WEEBLug SS Washer Module Frame Ground Wire &Nut SS Bolt Unirac Rail SS Bolt 0 Nib --, ° Unirac UGC-1 E:>tagger splice locations Min of 2 supports SS Flat within the each row of moclules on either side of splice � Washer SS Bolt DETAILS with a max sp�rcing of 60" Unirac Rail 4 Rail Splice Detail 6 Grounding Clip & Module _ Groundin Lu & Rail PV-A03 to Scale Not to Scale Not to Scale FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS ` Array Area: 314.6 ft2 Total Fhotovoltaic Dead Load: 3.29 psf RGIS Array Weight: 1033.5 Ibs Avg. Dead Load per Anchor:1 25.8 Ibs Anchor Qty.: 40 32 Taugwonik Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stongintoa,,C 06378 Max. UniRac Rail Span: 60 in.O.C. 60 in.O.C. 60 in. O.C. Phone(860)535-3370 ....... .............. ...................v....... ..................... Fax(413}683 2225 Max. UniRac Rail Cantilever: 20 in.O.C. 20 in.O.I 20 in.O.C. .......... .............. ................................................... Adjusted Anchor Span: N/A 48 in.O. 48 in.O.C. Vertical SolerlVount Rail With GRID-TIED .......... ........................................ ....................... Downforce Point Load: N/A 325.8 Ibs 325.8 Ibs Unistrut Sub-Structure PHOTOVOLTAIC SYSTEM Uplift Point Load: N/A 144.0 It's -116.5 Ibs 4.675kW DC @ STC Minimum Anchor Strength: 707 lb-, LIVELY, DAVID Average Safety Factor: 5.12 497 BURT'S TIP RD FLORENCE::, MA 01062 34'-9" Project#10241179 DESIGNER: E.JG REVIEWER: M_M 5" �5 VERSION DATE. 2014...12-19 ... ... 33'-43 ............ ... ... .... REVISIONS 4 _ # By Date Notes JL 4., c 3, i 2 f:..:.:: ✓ ...:r..:: :....:r.. ..::...:..:.::.r 3 L 4 51 1 14'-74" 15'-5" 0 N d L U 16'-9" a ..................... ........ :....... ........................ ..................... 0 X o Hori:>.ontal ° SolarMount Rail m 4" m LL UniRac SolarMount Mounting Notes: ZO z Total Quantity of Attachments=40 Q • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span 8.. • 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, ti Hex Head, 18-8 SSs • All Dimensions shown are to module edges, including 1 in. Spacing betv�'een Modules required when using the Top Clamp Method. • The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in or der to support 114°' the End Clamps. • UniRac requires one thermal expansion gap(6 in.)for continuous sections of rail greater than 40'in length N MODULE LAYOUT • Array Installed a-=rding to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 110616-1 cc, June 2011 R' • Attachment Locations, If shown,are approximate. Final adjustment of attachment location B may be necessary depending on fiEad conditions. All attachments are staggered amongst ❑�/� f'�� the framing members. 1 v V S FOR CONSTRUCTION G (E) Property Line J 32 Taugworlk Spur,Al2 Stongintor,CT 06378 Phone(8601)535-3370 Fax(413)683-2225 GRID-TIED PHOTOVOLTAIC SYSTEM t4.675kW DC @ STC s (E)Single Family Dwelling LIVELY; DAVID 497 BUR"I"S TIP RD FLORENCE:., MA 01062 Project# 10241179 DESIGNER: EJG REVIEWER: MI-M VERSION DATE. 2014-'12-19 r ' REVI:iIONS # By Date Notes < < Equipment Location: Interior (E) Main Service Panel 2 3 t 4 v N 214'-11" t Equipment Location: Exterior (E) Utility Meter 1 (E) Utility Main Disconnect 1 X (N)PV AC Disconnect-Fused (N) PV Production Meter/Monitor (N)PV Array on Roof 1: (N) PV AC Combiner Sub-Panel �, ' 17 Solarworld Plus SW 275 mono black Modules with t 17 Enphase Energy M250-60-2LL-S22 Micro-Inverters � Asphalt/Comp.Shingle Roof " 2"x 4"Wood Truss @ 24"O.C. Q Pitch:27° Azimuth:170° m N (E) Driveway o � Rp` N SITE PLAN PV-A01 S FOR OQIlJ6 7 .1i17TI N City of Northafnp�en Building Department -° ' Plan Review Grid-Tied Photovoltaic System 212 an Review DC Rating: 4.675 kW hlorftffoon' MA 01000 Lively, David �� �.�/jPieA/.ro 1/,532 Taugwork Spur,Al2 497 Burts Tip Rd �� V(lV �L`L(J��l Stonginton Cr 06378 Phone(860:1 535-3370 Florence, MA 01062 Fax(413)383-2225 Jurisdiction: Town of Florence GRID-TIED Zw PHOTOVOLTAIC SYSTEM 4.675 kW 113C @ STC Scope of Work: General Notes: Sheet List LIVELY., DAVID ROS Energy shall install a 4.675 kW Grid-tied Photovoltaic("PV")System totaling 1. System follows any/all Fire Code Setbacks per Ordinances of the Sheet No. Sheet Title 497 BURT'S TIP RD (17)Solarworld Plus SW 275 Mono Black Modules with(17) Enphase Energy Town Of Florence . FLORENCE, MA 01062 M250�-2LL-S22 Micro-Inverters.The Modules shall be flush-mounted on the 2. All projects will comply with the Ordinances of the Town of Florence. PV-f)00 COVER Project# 10241179 asphalticomp. shingle roof and interconnected via Load-Side Tap. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, Pvn,kol SITE PLAN DESIGNER: J EG No time on Sunday or legal Holidays. 4. Product Data Sheets shall be included. PV-/+02 MODULE LAYOUT REVIEWER: MI.-M Equipment Specifications: 5. Rooftop penetrations shall be completed and sealed per code by a PV-A03 DETAILS VERSIDNDATE. 2014-12-19 licensed contractor. Mcdule:(17)Solarworld Plus SW 275 Mono Black 6. All Photovoltaic modules shall be tested and listed by a recognized PV-A04 MATERIALS REVISIONS Inverter 1-(17) Enphase Energy M250-60-2LL-S22 laboratory. Racking: UniRac SolarMount PV4_01 ELECDTRICAL DIAGRAM # By Date Notes 7. Certifications shall include UL1703, IEC61646, IEC61730. AtLmlvnerit Flashing: Eco-Fasten Green-Fasten with 8. A continuous ground shall be provided for the Array and for all PV-F�02 SYSTEM CALCS 1 CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. 2 PV-G01 SIGNAGE 9. DC Wiring shall be run in metal conduit or raceways within enclosed 3 spaces in a building. < 10. Conduit,Wire systems and Raceways shall be located as close as Roof Specifications: possible to ridges, hips, and outside walls. s Roof 1. 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall AsphaltiComp. Shingle use guidelines that minimize the total amount of conduit by taking the shortest path. ('mingle Layer) 2"'x 4"Wood Truss @ 24"0.C. 12. Space Requirements for electrical equipment shall comply with NEC Pilch: 27' 1 Azimuth: 170° Article 110. Array Size: 17 Modules 13. Equipment grounding shall be sized in accordance with Table t 250.122. Site Specifications: 14. Connectors that are not readily accessible and that are used in the Oc:upancy- II circuits operating at or over 30V AC or DC shall require a tool for Design Wind)Speed: 90 MPH opening and are required to be marked"Do not disconnect under _ Exposure Category: B load"or"Not for current interrupting", per 690.33(c)&(e). Mean Roof Height: 15 ft 15. All signage to be placed in accordance with local building code. Ground Snow Load: 40 PSF 16. Signs or Directories shall be attached to the electrical equipment or Adj.Roof Snow Load: 30.8 PSF located adjacent to the identified equipment. 17. Signs should be of sufficient durability to withstand the environment. 18. Any plaques shall be metal or plastic with engraved or machine All Work to be in Compliance with: 20114 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) � 20'112 International Fire Code(IFC) 20112 Uniform Mechanical Code(UMC) f4at�c.pi�t 20112 Uniform Plumbing Code(UPC) MA'780 CMR, 8th Edition -including 214/11 revisions to Tables R301.2(4)&R301.2(5) Not to Scale ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures COVER As arnended and adopted by Town of Florence PV-000 GREENFASTEN'M PRODUCT GUIDE — GF-I .§t American Wood Council Lag Bolt Pull-Out Values ;r a t! Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) a Lag screw specifications Specific 5/I6"shaft Gravity per inch thread depth no w Douglas Fir,Larch .50 266 Douglas Fir,South .46 235 vEngelmann Spruce,lodgepole Pine .46 (MSR 1650 f&higher) 235 t✓ Hem,Fir,Redwod (close grain) .43 212 a Hem,Fir(North) .46 235 Southern Pine .55 307 Thread Depth o Spruce,Pine,Fir .42 205 v Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher 0 grades of MSR and MEL) v m M O� t\ co L $ b N v u_ e W f All cotent protected under copyright.A i hs rerved 2716C`EcoPosten Soar A ll r se . 0 1 Sec.6-1 yiX !!! GREENFASTEN PRODUCT GUIDE - GF-I Specifications 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. t B. RELATED SECTIONS Installerto 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. " r 3.Division (:Administrative and procedural 2.3 FINISH-Mill Finish k requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum 4.Division7:Thermal and Moisture Protection Inspect material upon delivery Notify manufacturer within 24 hours of any missing or defective items.Keep B. Base flashing(choose one) 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. 1.Mill Finish A. COMPONENTS: w I. GreenFasten system consists of aluminum 2.Black-kynar painted v PART 2 - PRODUCTS flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted °3 bonded stainless steel and EPDM washer. v 2.1 MANUFACTURER v 2. Fasteners EcoFasten Solar® PART 3 - EXECUTION A.To be of metal compatible with aluminum 0 289 Harrel St.Morrisville,VT 05661 GreenFasten components. o (877) 859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolarcom. A. Substrate:Inspect structure on which brackets compatibility with the roof deck. 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 o to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before See test data at www.ecofastensolar.com 3. Sealant(if required by roof manufacturer): 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. o` I. F-III B. Verify that roofing material has been installed E to be roof manufacturer approved. correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L-101 J' 3. L-102-3" B. DESIGN REQUIREMENTS: 4. CP-R 31 INSTALLATION ' A. Comply with architectural drawings and 1. 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 Manufacturers written L 3. It is important to design new structures or 8. Custom installation instructions for installation and layout. o assess existing structures to make sure that Ln they can withstand retained loads. ' '� o G1 Ecofasten Solar(B Ail content protected under copyright All rights reserved. 02i 16'11 Sec.S-I GREENFASTEN" PRODUCT GUIDE — GF-I Bracket Options - CP-SQ .375 a, -• 2.000_.025 W v 0 o a 0 2.000-.025 v E M ` Ln t` co rn Z, .377_.010 THRU .875+.010 X 82` NEAR SIDE v . o W Compression Plate 2" X 2" Mill Aluminum 1 i O EcoFosten SolarS All content protected under copyright All rights reserved.021 16/11 Sec. t�. r GREENFASTENTI PRODUCT GUIDE - GF-I . ,. — _ GFI- L 812 I s�� '°r I i i� �►--- 8.000 .005 R38 �rt x ti0 v w .88 _01 v 3 Q) c 0 12.00= .125 .30-.01 o , A 0 3.00- .125 L------ —A- 4M - o r v , 4.00 ±.125 — .26- .01 *�– - "' .05 tT Lrl co (b $'. L 3„ b O - N 4f v Finish Options u BLK= Matte Black LL W BRZ= Medium Bronze = MILL= Mill Finish r D EcoFosten Solar®All content protected under copyright All rights reserved. 02116111 Sec.4_2 4 GREENFASTEN' PRODUCT GUIDE — GF-I Exploded Product View u 4 erg Pa bi0 W j 3 3 v v R' � x at v M If) co O N C N z � O }�{ w *Note:Numbers correspond with B.O.M,Sec.3-1 r Ry _ - --- ---- ---- ----- -- ----- -- ------ ----- - -- --- - ---- ----- -- - - - 9 EcoFasten SolaFJ All content protected under copyright All rights reserved.02/16'1 1 $EC.I-I e.i i, q 4. .,, �rs� «„ ,..,_- ,... _.., _ F.,.r.. :_ .E _.. s =k ;-,..�s', -<.. .,�,:,. a. act ... ..� , :.>r>.x, ,5 � , f g '�•£.. Y :.'� r _.. .:...<$.__ ..< ,e ,<.•„� , .", - s!i- .,� x:. ..,>4 ': < i ,.; _.. +, �6,�t_, MKS r ..g, �.,. «. j.� >�. ,.,. F. ai}d 'c x w ✓" 1 „: ,. i ,. - v Yw4 _ ,.gat :;:�,,,. :�° aft.-= ,.: :, � � r ,u� , , 5 „ ;i ., ., .� t z -A vi ,., x -+„'.f” t: x F <. -... d .._., >. ,>-€ f§<�,.,- x: 3. <�`<', .,s�.<, ,,, ,,,,. 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S � s � ,s. -:.., ,.>j .:t4 ' ...,t ,,._...,1. :" 'i: E <f ^,e,, tt'::� $ ,Y• .'.. y,` , ,. gg �y ,��y���.yy S <,F,3. ;.:W �'' Ui�+y R'�T fk'SY1'4W� 9 4.�' � ,'#"47'iC � !j{ ,� f 3` 4 } it :UNIRAC . - P. . - - :O 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—� Y4"HEX HEAD SCREW Y4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP AT 3.000 1.316 SLOT FOR RU -T 3�" HEX BOLT SLOT FOR 1.385 3�" HEX BOLT .387 .750 7 Y Y ��.751f ►X w SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted ::8UNIRAC . . . - . . . . - - SolarMount Beam Connection Hardware SolarMount L-Foot Part No.304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- 6105-T5,6061-T6 Ult • Ultimate ate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot 0 For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one enated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method ,Ql Applied Load Average Safety Design Resistance XK SCOT fpN Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) r 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-13258(14492)1 1325(5893) 1 2.46 1 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 ::OUNIRAC . . . - . . . . - - SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 3021051),302106D ., Bolt Mid clamp material: One of the following extruded aluminum Mid la Nu 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) • Allowable and design loads are valid when components are • assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T bolt and one'/4"-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00DF AKA Direction Ultimate Load Factor, Load Factor, W?%"Fx nonuxs r, Ibs(N) Ibs(N) FS Ibs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 1 520(2313) 1 229(1017) 1 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 1 2.44 1 741 (3295) 0.620 W Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C 9 End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 ON 0 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 5errafeal ' 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 SolarMlount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one Y4"-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 i Modules must be installed at least 1.5 in from either end of a beam + X is Applied Load Average Allowable Safety Design Resistance +N°"""um Direction Ultimate Load Factor, Loads Factor, a Ibs(N) Ibs(N) FS Ibs(N) Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODW r"'CKWSS Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified is inches-dales meted :O: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 a Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden..s alloys:6005-T5, 6105-T5,6061-T6 Up Clip np _ Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight:—0.031 Ibs(14g) Beam N 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) lbs(N) FS Ibs(N) 0 1.14 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 l w — 1.09 ►X Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a S . PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m:,NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp Open circuit voltage V., 39.4 V Open circuit voltage Vm„ 35.7 V Maximum power point voltage V mon 31.0 V Maximum power point voltage VmW 28.1 V Short circuit current I 9.58 A Short circuit current I 7.75 A Maximum power point current I 8.94A Maximum power point current I 7.22 A STC:1000 W/mi,25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°O at 200 W/m�,100% 1)Measuring tolerance(P,,_)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). (+/-2%)of the STC efficiency(1000 W/m°)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS 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 Ibs(21.2 kg) SYSTEM INTEGRATION PARAMETERS IX 1000 W/m2 Maximum system voltage SC 11 1000 V -- — —- Max.system voltage USA NEC 600 V 800 W/m, Maximum reverse current 16 A — — Number of bypass diodes 3 600 W/ml 113 psf downward d UL Design Loads" Two rail system 64 psf upward 400 W/m2 170 psf downward UL Design Loads" Three rail system 64 psf upward 200 W/m2 113 psf downward IEC Design Loads' Two rail system 50 psf upward 100 W/m= p p 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. Module voltage IV] v« ADDITIONAL DATA L xa 37.44(951) Powersorting' O Wp/+5 Wp J-Box IP65 Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10% Fire rating(UL 790) Class C Glass Low iron tempered with ARC 41.3000 Version 0.6 153 2.5 frame VERSION 2.5 FRAME 65.94(1675) bottom mounting Compatible with both"Top-Down" holes and"Bottom"mounting methods r .Grounding Locations: ~ 4 corners of the frame D 4locations along the length of the module in the extended flanget 1.34 34 20(07)t 1.22(31) F+ 39.41(1001) �I rAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6025US 02-2014 2 " s � � 'e r E t, 3YV v� +✓,�'Y ,rg,p IFS 'a s r'- y;„y a �;v's-r^- .�� i ,�fnk�F 1�'� "��ih�£� �fx/`�.sx 4 r aM n � ^ate .,, „ ,r s b f�°„. y r '�. t*x r,z ffi°� a� �� �� �✓M q�a 1. ? � s�` 4de}- 9p � r d � rzasu�ra a a ✓ �" `.r.' t ,� s "'x"r t, ,m, rr ..�' "' ,^ .,n✓, ~rte ,r ,,.te :* '^mss a£ '7k` AU V.,0, ASA TUV Power controlled: Tuvnn.ini.ea Lowest measuring tolerance in industry �z Every component is tested to meet 3 times IEC requirements J ��, � ; Designed to withstand heavy ' accumulations of snow and ice J >a. >„ Sunmodule Plus: Positive performance tolerance 25-year linear performance warranty and 10-year product warranty L J 3�! i Glass with anti-reflective coating 4 J World-class quality cuemrtl,IECStYS +�A°°� •.nmol..a.mne Fully-automated production lines and seamless monitoring of the process and material DVC Se/ey aeleglEC6111D [s3 ft•I.d L •Pselodk Inegetlon •Perlodlc Inepmcfbn • Orlvn �•�m 'Power C°nfmlled ensure the quality that the company sets as its benchmark for its sites worldwide. 81°Wnp een tl lselelent Qp Sol arWorld Plus-Sorting �\Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that -� sATM�TRESIST""T US have greater than or equal to the nameplate rated power. UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years n 00 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of �u� L Certified 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.' In accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. December 21, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Lively Residence, 497 Burts Tip Rd., Florence, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 4" wood truss at 24"o.c., with roof slope distance 15'-5"; pitch 27 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" SS lag bolts as shown on drawing PV-A03. All attachments are staggered amongst the framing members. Landscape modules with vertical Solarmount rails fastened onto unistrut channels substructure. 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. Sincerely, oAS I+o PAP�J�365 o w� W James A. Marx, Jr. ° REE GIS l` o MA 36365 Professional Engineer _ :::ARoessl '� fZ z, Y r. ` 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy DocuSign Envelope ID:B8F4DBAE-AO5D-4F5C-97C7-07C78BB6DOA2 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 Dxuftmd by: 0o usigmd by: nay 10/13/2014 � RAW 11/10/2014 PFPFt191TDA49B_ Date Signature a Date David Lively Bruce Hallett Printed Name Printed Name Lead Energy Analyst Signature Date Title Printed Name r� 1 E Page 4 UJN: 10241179 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 10/13/2014 3:14 PM DocuSign Envelope ID:B8F4DBAE-A05D-4F5C-97C7-07C78BB6DOA2 H.Schedule of Progress Payments First Progress Payment/909bofbalance/. $ 16,041.00 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 ofbalancej.- $ 1,782.00 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: 1212212014 Date the Work is Scheduled to be Substantially Complete: 1/31/2015 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 parry 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. Dmuftned by: VgaAd� 10/13/2014 ii79A49B Date Signature Date I 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:10241179 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 10/13/2014 3:14 PM DocuSign Envelope ID:B8F4DBAE-A05D-4F5C-97C7-07C78BB6DOA2 Home Improvement Salesperson: Project Manager: Tonya Morgan Julian Ward Registration Number: D. Installation Address and Contract Number Installation Address: 497 Burts Tip Rd, Florence, MA, 1062 Contract Number: 10241 179 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 or Equivalent 17 each/SolarWorld-Plus SW 275 mono black Estimated Annual Energy Output in kWh:6,050 Inverter Quantity/Description: Monitoring System:Envoy (17) Enphase-M250 F. Down Payment Down Payment: $ 250.00 The down payment is due when this Contract is signed by Homeowner and returned to RGS for coun- tersignature. G. Contract Price Payment Amount Total Contract Cost $ 21,1 1 1.75 $ 3,038.75 Estimated Rebate Estimated Solar Rebate ®Assigned ❑ Not As- _--- -------- ---- --- signed to RGS -- --_I Balance after Rebate $ 18,073.00 Down Payment $ 250.00 First Progress Payment $ 16,041.00 Final Progress Payment $ 1,782.00 -DS r You agree to assign rebate to RGS: (initials) Page 2 UJN:10241179 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 10/13/2014 3:14 PM DocuSign Envelope ID:B8F4DBAE-A05D-4F5C-97C7-07C78BB6DOA2 low _RGY RGS ENE Clean Power.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 ("we," "us"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 to Homeowner You signed the Contract on 10/13/2014 This date is sometimes referred to as the"transaction date.' You are entitled to a completely filled in copy of this agreement,signed by both you and the contractor, before any work may be started. Any"Notice of Cancellation"allowed under this contract or pursuant to law may be sent to RGS at its address shown below. The prices and terms we proposed to you are valid only until the tenth (10th) day after the date first presented in writing to you. We signed the Contract on 10/13/2014 B. Homeowner Information Homeowner Name: David Lively Mailing Address: 497 Burts Tip Rd City, State, ZIP: Florence, MA, 1062 Telephone Number: (413) 885-8909 Email Address: dlively @gmail.com 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: Julian Ward Business Address: Employer ID Number: 26-3503699 32 Taugwonk Spur,Al2,Stonington,CT 06378 Telephone: (303) 222-8496 Contractor's License Number: 162709 Email: julian.ward @rgsenergy.com Page 1 UJN:10241179 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 10/13/2014 3:14 PM The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street q0 Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Taugwonk Spur, Unit A-12 City/State/Zip: Stonington, CT 06378 Phone #: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 320 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.F] Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.[2 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: 01/01/2016 Job Site Address: 497 Burts Tip Road City/State/Zip: Florence, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and, the pains and penalties of perjury that the information provided above is true and correct. Si nature: I t Date: /�a / r 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: Phil Smith 108025 License Number 9 Exiggs Street, Easthampton, MA 01027 4/22/18 Add,Wgs ? - "` Expiration Date Z, fir 413-977-9593 Signature Telephone f 9.Reglstered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Address Expiration Date 11 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 anolicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding[D] Other[M solar Brief Description of Proposed Work: Installation of a 4.675k W roof mounted solar array using 17 SolarWorld SW275 Mono modules,17 Enphase M250-60-2LL-S22 micro inverters&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet ea,if New house and or addition to erxistina 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 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 I David Lively 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 contract attached I Irtv�I5 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 Nafn�eI I,_ Signature of Owner/Agent iJatel 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 __ . 1 I_.... . . A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW O YES IF YES, date issued:1 IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW YES IF YES: enter Book Paged and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW Q YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained © , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 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 e 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 Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Northampton F , ui limn h Department 212 Main Street f.a„s Room 100rk� h j Northam ton, MA 01060 4 3-5$ -1 40 Fax 413-587-1272 " Electric, Pium , f�� Northampton, t✓�A uIAGO 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 497 Burts Tip Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: David Lively 497 Burts Tip Road,Florence,MA 01062 Name(Print) Current Mailing Address: see signed contract attached 413-885-8909 Telephone Signature 22 Authorized Ascent: Alteris Renewables dba R&S 6%ri j 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 4,000 (a)Building Permit Fee 2. Electrical 18,000 (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) 22,000 1 Check Number This Section For Official Use Only Building Permit Number te r. Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0745 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON06378(860)535-3370 Q PROPERTY LOCATION 497 BURTS PIT RD MAP 30C PARCEL 017 001 ZONE SR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out U Fee Paid Typeof Construction: INSTALLATION OF(17)4.675 KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 108025 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOR T-ION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management elay Signa of ui mg Kfi6fal r 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. 497 BURTS PIT RD BP-2015-0745 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30C-017 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0745 Project# JS-2015-001446 Est. Cost: $22000.00 Fee: $132.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 13982.76 Owner: TZOUMAKAS ANTIGONI P&DAVID F LIVELY Zoning: SR(100)/ Applicant. REAL GOODS SOLAR INC AT. 497 BURTS PIT RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 () Workers Compensation STONINGTONCT06378 ISSUED ON.112312015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLATION OF(17) 4.675 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 1/23/2015 0:00:00 $132.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner