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By Date Description o> Cr) , N Photovoltaic System Z M a 3.5kW DC @ STC —° w a W o°z m Korman, Philip itT 0 O oo 127 Maplewood Terrace A N C Florence, MA 01062 N 03 1-s H Project#100205 100205 ANSI Full Bleed B(11.00 X 17.00 Inches) 2013-10-08 ` ` , \ 0 0 Q _ 7,A w DD vvm � -C O o- O .Z7 x (7 fl (p O z n co •D 0) FD- . ° C f� O N �.. cm �\ O f- tT - O� �j ^ A C -...\ �' O• o co.co ci)= n 3 O o IJ. ID R.\ A 0 3 O Q Z 7 (•• O Q7� N N ^ N. OO =\ ~ A. N N ,1 .fir- (/) -' -' Q IA 71 s \ °, � mr`? (� X any mr. a \_ . : x o 0 3 0 o rn IA egm �,\ Qc N -13 N m a rN- N m rn to s T ( r o . `,\ to N �, g - N X 'A O y y ►J X o a , \ S c - , `O. ?,0 = CD o 1 S co 71 , co / .`\ O)• co. O i N r N. /� �00• 1111% , • \. r \ Allt m5 c zzzm � r . . '= mm — m. ,c /,� -, < D o O 1 „ 1• / ?• r. v < oo ` X 0 71 ` ..: m v T. oQ m m � rv- moowZ ` , Km \ �'. F' x mmc�-- o m 3 ? rnka = IV -0 1 1 13 o soXxm o. D o D -0 Nno> rnZ ° ^� a' CD ” a CD• rv. 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By Date Description Z c n o 3.5kWDC @STC O Z w cl �wz� --1 � 7 w v O m ° m Korman, Philip c co C4 73 6 127 Maplewood Terrace O Florence, MA 01062 N Project#100205 _' s 4i 3/8-16 X 3/4" SS HEX BOLT Aditk 3/8-16 7J / SS FLANGE NUT Di < C1f2 4N 6105-T5 ALUMINUM 1 4 000 0, 00 f. SolarMountiSunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE UNIRAC.COM 505.242.6411 L-Foot UNIRAC-310068 S:AAutoCed Detail Library\CAD\UNIRAC—310068—tin Serrated L root.dwg, 6/24/2008 1:44:32 PM SOLARMOUNT Technical Datasheets dma U N I RAC 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 in2 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Axis) in4 0.464 1.450 Moment of Inertia(Y-Axis) in4 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T-BOLT OR 1/4"HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR 1 SLOT FOR BOTTOM CUP �1 2.500 BOTTOM CLIP 3.000 1.316 air SLOT FOR Al! —r 3/8" HEX BOLT SLOT FOR 1.385 34" HEX BOLT I .387 .750 4.1 1.207 Y Y 1.875 A A II.x •x SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a SOLARMOUNT Technical Datasheets :FUN! RAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- v..:i%t T5,6105-T5,6061-T6 J ----- • Ultimate tensile:38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height: -0.215 lbs(98g) r*" f • Allowable and design loads are valid when components are Bea .400110 assembled with SolarMount series beams according to authorized Bolt UNIRAC documents 1 L-Foot • For the beam to L-Foot connection: . •Assemble with one ASTM F593%"-16 hex head screw and one •�- errated ASTM F594%"serrated flange nut Flange Nu 1.X!„�^' •Use anti-seize and tighten to 30 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 Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be I,-X sure to check load limits for standoff,lag screw,or other attachment method 3,n, Applied Load Average Safety Design Resistance Fog Direction Ultimate Allowable Load Factor, Load Factor, ""SS` `""' lbs(N) lbs(N) FS lbs(N) m 1 _ roe _ t Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 3 SOLARMOUNT Technical Datasheets ::'U N I RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D 4 • Mid clamp material: One of the following extruded aluminum e :rr =. Bolt alloys: 6005-T5, 6105-T5,6061-T6 Mid la •e e Nu Ultimate tensile: 38ksi,Yield: 35 ksi Clamp \ • Finish: Clear or Dark Anodized \ . Mid clamp weight: 0.050 lbs(23g) • Allowable and design loads are valid when components are ', assembled according to authorized UNIRAC documents >e" • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac 1/4"-20 T-bolt and one'/<"-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 3ODOLSTAMC[ — Direction Ultimate Load Factor, Load Factor, seTwEEM Flooutes lbs(N) lbs(N) FS lbs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 A Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 sX Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,3020080, 302009C,302009D,302010C,302011C,302012C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 - =olt • Ultimate tensile: 38ksi,Yield: 35 ksi .,,,. - • Finish: Clear or Dark Anodized \10.,� End clamp weight: varies based on height: —0.058 Ibs (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 1/4"-20 T-bolt and one 1/4"-20 ASTM F594 ti.1 serrated flange nut Bea r Use anti-seize and tighten to 10 ft-lbs of torque '` �" ''{k • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y t party test results from an IAS accredited laboratory A • Modules must be installed at least 1.5 in from either end of a beam rX ..s _ Applied Load Average Allowable Safety Design Resistance "`*'""" Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) 0 w N$ Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 moDatf Twoodrs; Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted 2 SOLARMOUNT Technical Datasheets :P U N I RAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 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/7N/ti' ,:' n• < • Ultimate tensile: 38ksi,Yield: 35 ksi Finish:Clear Anodized ? Bottom Up Clip weight:-0.031 Ibs(14g) • Allowable and design loads are valid when components are Beam �g - " Bolt assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt,one'/4"-20 ASTM F594 serrated flange nut, and one'/<"flat washer • 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 • 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, lbs(N) lbs(N) FS lbs(N) 0 rI 'r4 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 0.X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted IN t a ��' .,_ ! ,u^w � �� "�2if��.ytTMm "'i ds ,4, i v ,7,. v,.a,•.u' , ywP^+ -'+.. �, '^ �` °�s s, �.� �, ,r » ,+arASwr wa::� -as ,.+x a a �" , ,,,, z� an y tt*� 'ice 4 x Z4','La qw 'r x s • "''''''-44';'''''!!'t-17■ � 'n"," c as j 5^ -uc �A^+�% `f" .+c� y,y �' �, vv�nu,•,: �, 'n EcoFasten Solari 877-859-3947 Committed to the Support of Renewable Energy t, fi, L 7 :1 i !D ti> I 1 y I I :j o Co in in in = = m 0 r a 0 O O N CD -2 Si o 0 0a4 n n 3 rn ago - = C N rD (D (D -n =n — 3 a w CD v, v' = I 7 - 5 7 .- =T , 3 T T O 3 Z rn c 7) O _,73- p a 2l - O w r, ICJ � T T a 7 3 = - - 0 0 h 0'Q CD S Ft.d n CD p d 3 Z v, - W ', I— ? rn ° 0 w� w m o - rn n w v 1 n 1 co N C) _C - Ul 4 in III. la Ul Q co CD N LI) 0' w O\ 0' O �. n Q 7 i r C Oa W 1 n ; a o 11 N N W N N N N N s- , ,,, I m ON O� J U-, N Cn Ul as fl - m a - Z ? ! 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Z C E n 3 swo-, CT FT1 ' —I X ' CD -1 -CT p.‘ Lr, 6--- LI i n Q- ' C 0 CD ' , 0 (71) 7-,c) ' m -o o c ' 2, 0 ; 0 < . - , — co (crc p 1-1 7 ' ` ' -` . � �-� ' `.� ' ` `�.,.... . . • •• p _._ • ....a._ .° ` " ' � .^ ` • �`• - `� ``.• - •_.... • .„. .. pp.. .Lion . • , '01115 •, ..., STE.E :. I •. .,......_ ::..:..,,,...„, :, _ .........„ .,..,,_,,,,,.....: .;•.-iir mil!11._ , „.. - • • ,. . ........ ___ _•.. . ./.. ..:. ,...... •:.. • • • • • . ... .... ; _... .,:.,,,,:. . ....,,,,,,.. , - -' ' • _ , p , CS6P-235/240/245/250/255PX Electrical Data NewEdge STC CS 6P-235PXCS6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.0V 30.1V 30.2V Pmax -0.43%/°C 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 37.0V 37.1V 37.2V 37.4V Isc 0 065%/°C Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.0OA Normal Operating Cell Temperature 45±2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(UL) Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m2to 200w/m2 Power Tolerance 0_+5W (AM 1.5,25°C) Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25°C Engineering Drawings NOCT CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage(Imp) 27 2V 27.3V 27.4V 27 5V 27.5V i ! i lT Optimum Operating 9 (Vmp) } ail 9-- 34.1V 1 1..1 I'i1 Optimum Operating Current Im 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.0V 34.1V 34 2V 34.4V (I Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A fI pi 1 [[ Under Normal Operating Cell Temperature,Irradiance of 800 Wfm',spectrum AM 1.5,ambient temperature 20°C, li i. 1 ` windspeed 1 m/s 1 I Mechanical Data 1] I i 1 III Cell _ — — v x ) 2 ' 11 1 Cell Type Poly-crystalline stalline 156 x 156mm,2 or 3 Busbars Cell Arrangement 60 6 x 10 I i Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) i Weight 20.5kg(45.2 Ibs) y 1 1111 I _JI Front Cover 3.2mm Tempered glass I Frame Material L I i. Anodized aluminium alto J-BOX IP65,3 diodes Cable 4mm'(IEC)/12AWG(UL),1000mm ,. Connectors MC4 or MC4 Comparable 1 Standard Packaging(Modules per Pallet) 24pcs P ( ) Module Pieces per container(40 ft.Container) 672pcs 40'HO I. III I-V Curves (CS6P-255PX) 1 Section A-A r llI I' '1 ,,i s li A. n.---.7. — ,-------- r r 1 d, _ 'Specifications 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 545 Speedvale Avenue West Guelph I Ontario Ni K 1 E6 1 Canada Tel +1 51 9 837 1 881 Fax:+1 519 837 2550 inquire ca©canadiansolar.com www.canadiansolar.com EN-Rev 3.51 Copyright 0 2012 Canadian Solar Inc. 0• , eoesVP oocts tle CanadianSolar voto sots NewEdge CS6P 235/240/245/250/255 PX 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 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:0-+5W • 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 100%- • QC080000 HSPM:The Certification for 97% Added Value Fr Hazardous Substances Regulations om sox Warranty • OHSAS 18001:2007 International standards for aox - occupational health and safety o% • REACH Compliance s 10 15 20 25 CC F �11�,/�. o �E t f qua\ E ere W 64Yp.E • 10 year product warranty on materials and workmanship .- • 25 year linear power output warranty www.canadiansolar.com L L GOODS Property Consent Form Owner: h c << e Iw tym c.ri Address: \rte 1`'1c40114 waW Town: \C,c t,e, State: I f\ Zip: (3IOCp3 Phone: 5-S'a O -16 7 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, ` /19 L3 Homeowner(s) Date 32 Taugwonk Spur, A l 2 Stonington CT 06378 P:860-535-3370 F:413-683-2225 www.RealGoodsSolar.corri l The Commonwealth of Massachusetts Department of Industrial Accidents =.. _ Office of Investigations —_P�_= • 600 Washington Street 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 Real Goods Solar Address: 32 Taugwonk Spur, Unit A-12 City/State/Zip: Stonington, CT 06378 Phone #: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1. © I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 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 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work. right of exemption per MGL 11.0 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' 13.101 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 arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2014 Job Site Address: 127 Maplewood Terrace 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 certi yiunder the pains d penalties of perjury that the information provided abov is true and correct. Signature: /Vita? Date: I d i 15 13 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#: October 11, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Korman Residence, 127 Maplewood Terr., Flo nce, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the exist' g Roof 1 (EPDM Rubber): 2"x 8"rafters at 24"o.c.,having roof slope distance 0'-8 and pitch 20 deg.; Roof 2 (one layer shingles): 2"x 6" rafters at 24"o.c., hay' 'g a having roof slope distance 10'-2 with rafter span 10'-0"and pitch 26 deg.; for mo a ing of solar panels and their installation will satisfy the structural roof framing d-:gn-loading requirements of the Massachusetts building code—780 CMR Reside 'al Code 8th Ed. For the installation of the solar mounting, t nirac Solarmount rails will be anchored to the rafters with L-foot supports with Roo% : Ecofasten ECO-65 Plate with F-202 Bracket & ECO-EFL-PST-1212 flashing faste•=d with(8) #14x4" screws and Roof 2: Ecofasten ECO-GF-BLK-812 and ECO-CP-S' Bracket located on the center of the rafters and will be securely fastened to the rafter; at 48" sp. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been des'.ned for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All . achments are staggered amongst framing members. The Photovoltaic syste and the mounting assemblies will comply with the applicable sections of the Reside tial Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, Jame: A. Marx, Jr. Pro -ssional Engineer M 36365 10 High Mountain Road /`'' ' i 3 Ringwood,NJ 07456 n �L e cc:Real Goods Solar October 18,2013 Rev. To: Code Enforcement Division From: James A. Marx,Jr.P.E. Re: Engineer Statement for Korman Residence, 127 Maplewood Terr.,Florence,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof 1 (EPDM Rubber): 2"x 6" rafters at 24"o.c.,having roof slope distance 10'-8 and pitch 20 deg.; Roof 2 (one layer shingles): 2"x 6"rafters at 16"o.c.,having a having roof slope distance 10'-2 with rafter span 10'-0"and pitch 26 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 Roof 1: Ecofasten ECO-65 Plate with F-202 Bracket &ECO-EFL-PST-1212 flashing fastened with(8)#14x4"screws and Roof 2: Ecofasten ECO-GF-BLK-812 and ECO-CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 48" sp. with 5/16"x 3 1/2" SS lag bolts. 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, �A.fSc � t nvSl Lti James A. Marx,Jr. . s .4 G.>n � °,%�'C Professional Engineer (3/` MA 36365 �'RC=ws��°` , 10 High Mountain Road • Ringwood,NJ 07456 Rev. Octl8th—changed rafter size. cc:Real Goods Solar • ' i SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Dan McLean 105675 License Number 150 Federal Street, Florence, MA 01062 7/22/15 Add s Expiration Date 79 413-588-2252 Signature Telephone 8,Realstered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba Real Goods Solar 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 4/6/15 Address /f I Expiration Date 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 Rl 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) n Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [ID] Decks [Q Siding[O] Other[©] solar Brief Description of Proposed Work: Installation of a 3.5kW roof mounted solar array using 14 Canadian Solar CS6P-250PX modules,14 Enphase M215-60-2LL-S22 micro inverters&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a.If New house and or addition to existing 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, Philip Korman ,as Owner of the subject property hereby authorize Alteris Renewables dba Real Goods Solar to act on my behalf, in all matters relative to work authorized by this building permit application. see signed authorization form attached it ►`il l'.. Signature of Owner Dat Alteris Renewables dba Real Goods Solar ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Name . + Vne" Signature of Owner/Agent Da e t 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 0 DON'T KNOW Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW 0 YES 0 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 ® NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO ® IF YES,then a Northampton Storm Water Management Permit from the DPW is required. If 'j ' Department use only •E------V/ f iy/of Northampton Status of Permit: A.u i ing Department Curb Cut/Drrveway Permit 2 Main Street Sewer/Septic Availability 7 X Room 100 Water/Well Availability E►ectrnc, .- North:mpton, MA 01060 Two Sets of Structural Plans Ncr'rt t � phone 413-5:7-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 127 Maplewood Terrace Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Philip Korman 127 Maplewood Terrace,Florence MA 01062 Name(Print) Current Mailing Address: 413-582-0467 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) ! Current Mailing Address: - V/�0(� 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 3,000 (a)Building Permit Fee 2. Electrical 12,000 (b)E Cost of Construction stimated Total from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection /� 6. Total=(1 +2+3+4+5) 15,000 Check Number 4 4a b • 0 -t 0 This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0480 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 0 PROPERTY LOCATION 147 MAPLEWOOD TER MAP 23D PARCEL 160 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1/6020 ��` Fee Paid (/ Typeof Construction: INSTALL SOLAR ROOF MOUNTED 3.5K New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105675 3 sets of Plans/Plot Plan THE F,-LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON Ir1F93 ATION PRESENTED: !v 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 emolition Delay /a '77-L3 Sig re of Cui in Of icial 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. 127 MAPLEWOOD TER BP-2014-0480 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D- 163 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-2014-0480 Project# JS-2014-000807 Est. Cost: $15000.00 Fee: $90.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 105675 Lot Size(sq. ft.): 35501.40 Owner: ISRAELOFF NORA&PHILIP S KORMAN Zoning:URB(100)/ Applicant: REAL GOODS SOLAR INC AT: 127 MAPLEWOOD TER Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:10/24/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR ROOF MOUNTED 3.5K POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 10/24/2013 0:00:00 $90.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner