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38A-104 (8) QUIK FOOT"' PRODUCT GUIDE Bracket Options - L-102-3° k A 2 v� �`i ,i�j -Mme-°+ :••�f— { i 9 �F i3 0.0 C`d cn ' L a o i - 2X .>4 �` Q. - eo O Ln V r ,K C Jam' m •� •. � Ln F � b K g" Y d in W ..Div .t.: _..... _ _.. .. _... _... _..-. ('E,cF sten SolorO All content protected under copyright All rights reserved. 0318111 -- - - - - -- -- - -_- --- --- - °4 5. Sec.4-8 nt t QUIK FOOT"' PRODUCT GUIDE QFL-812 A r g, t t � } 9 } ' � o s' .y00 MI'm i w � � r\ �S �jirm°.r V7 '4 ✓ i. (f u_ K b w T �.E_cnFas[en Sour" All content proteaed under copyright All nghta rvse,,,d 031811 1 $2G4-3 J� 3,18-16 U�--JC 11 ,08 1. .88 X 82 NEAR SIDE 4 ------ 30 -- .X .1 .XX .01 .XXX= .005 289 Harrel Street Morrisville, VT 05661 P-3-CSK tEcoFasten SolarTR' ToU Free Phone 1.877.859.3947 MATERIAL Toll Free Fax 1.888.766.9994 www . ecofastensolar . com 2011 Aluminum web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 9/17/2010 SHEET 1 OF 1 3e� } C } F 3 QUIK FOOT PRODUCT GUIDE QF S A sa l r` `X rt- .27 ,I,RU ALL s A �' {E 'q� 3€, €: r Y x 521 w A SECTION A-A f � r � � d - — 3.25 7D 3/8-1618.8 � � .:'` � .is IA- 1.08 y 1 - i s _ .28 r-, x� n co 2 w co r :no r c v cj LjJ Ecofasten SolatO All content broterted under copyright All rights reserved 031811 Sec.4-2 �A QUIK FOOTi°' PROD,UCT G-UIDE z# a E Bill of Materials Materials Needed for Assembly (see figure 1, Sec. I-1) Required Tools - Item No. Description of Material/Part Quantity I 3/8"Stainless Steel Hex Nut I 2 3/8" EPDM Bonded 18.8 SS Washer I 3 L-102-3"Bracket (other options available) I >rl d 1 k s ` 4 Quik Foot Flashing I a a ' ' 5 Quik Foot I Fastener (length to be determined B Others i ' 6 ( ) Y Base Components Needed rA #2 En cc w � � #3 #4 #5 #6 CO n o w , col asten SalarS All content protected under copyright All rights reserved. 03/811 I $ee.3- S t i W. f g 3 r QUIK FOOT-"' PRODUCT GUIDE r Installation Instructions AInstructions For detailed product illustration see previous page,for required tools see neat page. 3 ' Locate the rafters and snap horizontal and vertical lines to mark the installation position for each Quik Foot. t F 2. Install base as shown using appropriate fasteners.* 1 3. Apply a thin bead of sealant around the base of the threaded stud.** Insert the flashing so the to art is under the next row of shingles PP g trt u � r and pushed far enough up slope to prevent water infiltration through t 4t vertical joint in shingles. "NL 5. Install top compression component as shown using EPDM bonded washer 4 3 r and stainless nut. Consult an engineer or go to www.ecofastensolar.com for engineering data. 2�'� t . *EcoFasten recommends XHD fasteners b OMG. **EcoFastenrc recommends m .Cegc�l_?344. };3 � { d O O � a 3 uC W" a a .'. c9 a 3 4 5 b Kea o Ln � _ r: V. ' o �'EcoFasten Solar(:All content protected c,nder cnpyignt AA right,reserved 03'811 I 3 k a' �U QUIK FOOT"' PRODUCT GUIDE Exploded Product View C ' ` raSt+i a 11 r �gi } tl 75.4 4 3 �} k r � z x 1 t' ' -4 V s I V v rz x c � C C Y co C\ � b Note: Numbers correspond with B.O.M,Sec, 3-I ,s Sec.1-1 O Fcofosten SolarOO All content protected under cppyright.All rights reserved. 0318111 - PPOOUCT GUIDE ME vl- Ct_ttk Foot Contents ed i tew.,—Sec. I. tAaaon lnuctibns' Sec.2 yr son s �� � � Bill'of Materials— Sec. 3 ' F Cutsheets —Sec.4 9p Sk ications "Sec.S Ohl t Repot"t -�Sec. [6 r ..... n 8�fi va I ' � Y { s tttt yy p { f � Solar 7 Comb#itv to 1t�e%ppisrt of Renewable Energy i 4 $ Y Bright 7-hinkig 'n Solar _ a CornPonent S 6o6l-T6 Pecifications and sob SolarMou 6063-T5 nt ballast frame Code Co,n 6105-TS aluminum r►ant solar mi extru The SolarA4ount , Mount rails stop Call Unirac for -system rn is PE certified �'clips and cla to Your docutr�entation applicable L-feet feet Two-piece standoffs Warranty Severe Condit-- SolarMou � . -71 nc`plated 4 (very nt$ is covered 'on severe product warrant by a zo_ one-piece Stan d steel warranty, Y and a Year limited doffs 5-year limited z8-$stainless For co finish Faste steel Solr complete warranties do Hers UnU' wnload installation any our web site. '�'anual from ii $rightrhir7ki lP l7j Olir �ISIt pS ppilPl7e at WvvaLdllit'aC.C'0p-1 SOLARMOUNTO RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount Rail SolarMounty HD HD(heavy ujW ra Ido,the )Iarktoc n, aga Standoffs Maximum flexibility to PV P A'fors ?4 r.ce si I ;ata ! =t Use standoffs whenever Flashed installations and c stom appiii r ,,that r q J,,long-pa+u. + are requ r o o ,Ile roofs,for example Two- � Flush,high-profile or p�erI'll,ruin m stardcffallow prey w place- low-profile configurations ¶ ntf flashing a o,, secu ed h se prior tC the Roof or ground mount in,iiMlation of the slandoitself. All ff stando typ�s tome in four standard Pitched or flat roof heights:3 d_6,anc 7 mches Appropriate • 4 `, f'ashingsareavailab!e. Ease of Installation k v _ € v Serrated L-feet Installer-friendly components Standard for ground mount installa ions on Minimized penetration with residential and comment al rnoftap us i-feet longer attachment spans than alone above asphalt composition,shingles or in cpniunctlon with Flattop standoffs.Mount competitive products standard or light rails Ctnfig ire to either of two rail heights,one t.ompting air flow for Designed With customer Input cooling,the other aHenng dose-to-the-root ` aesfheflrs Grounding and wire �w management options Strut-in-Tube Style Legs Complete technical support Quickly set the precise tilt angle rega,red Styles pp are available for high profile fi or z legs per rail)and low profile Installations. Installation and code compliance documentation Each series offers three leg lengths that you m can adult to exact) the tilt an Je you want— TM '. y e y Online estimator up to a maximum of 6o degrees—w,?hoot cutting and drilling at thejob site. Person-to-person customer service Standard SolarMount, Standard rail Fives you ultimate flexibi i FastFootT"" g y ty,including 6ottorn mounting and±.It-ap options. F `0�t t h. t t o rc_E tc• Core component for Unirac MODULE MOUNTING a! e w rah ,�, mounting solutions o ,.,. 1 e _ I n t Assembly Sequence Is Your Choice Three rail options to accommodate anyjob site Top Mounting Clamps Bottom Mounting Clips Incorporated into other y Ideal for flush rnou t ollca- Use Matto rn mounting dips Tile Hook major product lines "1*1 tion such as res den rzipftops, '°" ��""" Istar lord and HU rail only) Made from cast aluminum,the tile hook w where it •osT o nlcnt to h, ever you prefer to attachment provides SolarMount with a secu e Eau irgs- 1'?'l,h_fora prey -b e the array using t",1, g mpdul tijp n.ou,,ling niod I_ -,uunting holes. rust-effective solution for barrel or Spanish m daps semrely a p ny point rf Simi I-:'It Cne clip into its rail tile roofs.All required lag bolts and hardware the-module frame,freeing you shrT.c.,:,.'the mounting bolt for are included.Refer to the tile hook engineering frcn !"I r .xtrarnts of,nodule a sec rc connection.Adjust the data for max load capabilities. am U N I RAC ma:.n f :Dies- clip p t 7n anywhere along NNE The, •• SOLARMOUNT O PV's most versatile mounting system r SolarMount is the most versatile PV mounting rail system on the market today. We've engineered installer-friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled into a wide variety of PV mounting structures to accommodate any job site. Unirac provides a technical support system complete with installation and code compliance documentation, an on-line estimator and design assistance to help you solve the toughest challenges. an U N I RAC was Bright ThlnkingnnSolar Visit us online at www.unirac.com i SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY WPM Ji e e ce a 150 tl✓ i G 5 10 Years 15 ZI 25 S 10 15 20 25, Years More guaranteed power:95%for first 5 years,-0.4%/yr.to year 25.s Combined Power and Product Defect 25 year coverage that includes panel replacement costs.' ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA X21-335-B1K X21-345 Temperature —40°F to+l 85°F(—40°C to+85°C) Nominal Power12(Pnom) 335 W 345 W+5/-0 Wind:50 psf, 2400 Pa, 245 kg/m2 front&back Power Tolerance +5/-0 Max load Snow: 112 psf,5400 Pa, 550kg/m2 front °/a °/a Avg. Panel Efficiency13 21.1% 21,5% Impact 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Rated Voltage m 57.3 V 57.3 V resistance 9 N pp) Appearance Class A+ Rated Current(Impp) 5.85 A 6.02 A Solar Cells 96 Monocrystalline Maxeon Gen III Cells Open Circuit Voltage(Vac) 67.9 V 68.2 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current(ISC) 6.23 A 6.39 A Junction Box IP 65 Rated Maximum System Voltage 600 V UL; 1000 V IEC Connectors MCA Compatible Maximum Series Fuse 20 A Frame Class 1 black anodized, highest AAMA Rating Power Temp Coef. (Pmpp) —0.30%/°C Weight 41 Ibs(18.6 kg) Voltage Temp Coef. (Voc) —167.4 mV/°C Current Temp Coef. (Isc) 3.5 mA/°C TESTS AND CERTIFICATIONS REFERENCES: Standard tests UL 1703,IEC 61215, IEC 61730 1 All comparisons are SPR-X21-345 vs.a representative conventional panel:240W, Quality tests ISO 9001:2008,ISO 14001:2004 approx. 1.6 mz,15%efficiency. EHS Compliance RoHS,OHSAS 18001:2007, lead-free 2 PVEvolution Labs"SunPower Shading Study,"Feb 2013- Ammonia test IEC 62716 3 Typically 8-10°/o more energy per watt,BEW/DNV Engineering"SunPower Yield Report," Jan 2013,with CFV Solar Test Lab Report#12063,Jan 2013 temp.Coef.calculation. Salt Spray test IEC 61701 (passed maximum severity) 4 SunPower 0.25%/yr degradation vs. 1.0%/yr conv.panel.Campeau,Z.et al."SunPower PID test Potential-Induced Degradation free: l OOOV 10 Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower ! Available listings CEC, UL,TUV,MCS Test Report,"NREL,Oct 2012. 5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013.Useful life is 99 out of 100 panels operating of more than 70%of rated power. 6 Higher than E Series which is highest of all 2600 panels listed in Photon Infl,Feb 2012. 7 1%more energy than E-Series panels,8%more energy than the average of the top 10 panel companies tested in 2012(151 panels,102 companies),Photon Int'I,Mar 2013. 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013. 9 Some exclusions apply.See warranty for details. 1046rtnm 41.2in1 10 X-Series some as E-Series,S of top 8 panel manufacturers were tested by Fraunhofer f �— - ISE,"PV Module Durability Initiative Public Report,"Feb 2013. 11 Compared with the non-stress-tested control panel.X-Series same as E-Series,tested in Atlas 25+Durability test report,Feb 2013. 12 Standard Test Conditions(1000 W/m2 irradiance,AM 1.5,25°C). 13 Based on average of measured power values during production. !'. i .- - -- ,559m n ]61.4in] See http://www sunpowgrcorD com/fads for more reference information. For further details,see extended datasheet:mLAY.sunpowercorp.com/datasheets Read safety an)f installation instructions before using this product. 0 April 2013 SunPower Corporation.All rights reserved.SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR LIFE.,and SIGNATURE are trademarks or registered trademarks of SunPower Corporation.Specifications included in this datasheet are subject to change without notice. $V npowercorp.eom Document#504828 Rev A/LTR EN SOLAR P UNMATCHED PERFORMANCE, RELIABILITY & AESTHETICS X SERIES • 21.5%efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. SIGNATURE,,BLACK x21 -345 PANEL • Maximum performance X21 335 PANEL Designed to deliver the most energy in HIGHEST EFFICIENCY" demanding real world conditions, in partial shade and hot rooftop temperatures.'•2,3 Generate more energy per square foot • Premium aesthetics X-Series residential panels convert more sunlight to electricity producing 44% SunPower®Signature" Black X-Series panels more power per panel,'and 75% more energy per square foot over 25 blend harmoniously into your roof. The most years.3,4 elegant choice for your home. HIGHEST ENERGY PRODUCTION 7 I III Produce more energy per rated watt High year one performance delivers 8-10% more energy per rated watt.3 This advantage increases over time, producing 21%more energy over the first 25 years to meet your needs.' a 2M 3 More t,,ergy o Per Rated Witt Maxeon®Solar Cells:Fundamentally better. ° tr, year t Engineered for performance,designed for durability. fi s kx 2 9 w z 36 more d y ' ✓ear I5 Engineered for peace of mind Designed to deliver consistent, trouble-free energy over a very long lifetime.45 } b0' c 0 5 0 1',., 20 25 Designed for durability Years The SunPower Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually rsr airs Kahl PHa.1 ON impervious to the corrosion and cracking that ; Po,e,ol Hi.h r mps degrade Conventional Panels.45 No!Ight-Inouced Degradofinn u Same excellent durability as E-Series panels. ^`y #1 Ranked in Fraunhofer durability test.10 Q T gr'r. Be t e r'c, 11 t'an 100%power maintained in Atlas 25` t vi Rep , comprehensive PVDI Durability test." W High Performance o Anti Rellec7ive Maas sunpowercorp.conn SolarmO nt STANDARD^"r ci rail Array 124" 1" o0 Roor arocs a rRroce 10" 48" N .�It1P.crr _ r t— 24" " 48" �r 20 ----- . N ` CO _ r 0oo N CO o r ..-- _... _..-. �. ' Q 20 1 I -------- N 127" 10" 288" sup„»vr�r mountd ,�uicK Etta e. GARAGE u rst uolur td uere,i cLrc eThai ,:art Array standoffs are to be Array to be installed on Sunpower The centerline of the clips „oN1 /1 installed in a staggered the south facing roof of the 61.39” x 41.18"x 1.81" should be 6"to15"from the NICOLETTI-11174 77 Musente Drive, end of the side frame. pattern to evenly distribute garage ' the array dead load. Eng Trusses are 24"O.C. 12"max rail cantilever - " Northampton,MA 01060 �«.b Job Ten. Truss Type aty Ply Moser St.Northampton,MA 15011983JRG T01GE iGABLE 4 1 Job Reference(optional) Universal Forest Products _--. ---..- _.. 7.610 s Jan 293016 Mn4I�lTTek Ant�4 ? ,I"Ob UY I R�8QISL4pp10z531'L ID:IKRAGoM5zA9Gwi nDHF1zT8uj-w03n8yn uUURnhK6 { szp I 1-2 8 12-0-0 24-0-0 25.2-8 1.2 8 12-0-0 12-0-0 1.2-8 4x4 Scale=1:50.5 8 33 32 7 9 7.00 12 31 6 10 30 35 5 11 29 36 4 12 28 37 27 3ST1 3 3 ST113 38 2 14 15 IY �1 � o 3x4=39 26 40 25 41 24 42 23 43 22 44 21 45 20 46 19 47 18 48 17 49 16 50 3x4 5x6= 24-0-0 24-" Plate Offsets(X.Y)—I1.9;0a-0 0a-ol LOADING(psf) - -SPACING - 2 �1, DEFL in (IOC) Ifdefl Lld PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.16 'i Vert(LL) -0.01 15 nlr 180 MT20 1971144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 15 nit BD TCDL 15.0 Rep Stress Inv YES WS 0.39 Horz(TL) 0.00 14 o/a o/a BCLL 0.0' Code IRC20097TP12007 (Mairiz) Weight:108 b FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1 SE TOP CHORD Structural wood sheathing directly applied or 60-0 cc pud'ies. BOT CHORD 2.4 SPF 21 OOF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2.4 SPF No.2 or 2x4 SPF Stud , REACTIONS. AN beatings 24-0-0. (lo)-Max HOrz 2=16117) Max Uplift All uplift 100 lb or less at joint(s)2,14,22,23,24,25,26,20,19,18,17,16 Max Grav All reactions 250 lb or less at joints)except 2=581 LC 25),14=581(1_C 37),21=480(i 55),22=545(LC 54),23=534(LC 53),24=533(LC 52),25=542(LC 51), 26=505(LC 50),20=545(LC 56),19=534(LC 57),18=533(LC 58),17=542(LC 59),16=505(LC 60) FORCES. (16)-Max.Comp./Max.Ten.-All forces 250(I1,)or less except when shown. '.. WEBS 8-21=37610,7-22=485/70,6-23=476180,5-24=-480175,4-25=-490180,3-26=-069163,9-20=-485170,10-19=476/80,11-18=480/75,12-17=490180,1316=-469/63 NOTES- '. 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-ise)and C-C Extenor(2)zone;cantilever left and tight exposed;C-C for members and forces 8.MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only.For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consufl qualified building designer as per ANSIi 1. 3)TCLL ASCE 7-05;Pf--40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 Pat or 2.00 times flat mot load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord beating. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-041 wide will fit between the bottom chard and any other members. 11)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joints)2,14,22,23,24,25,26,20,19,18,17,16. 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 13)This truss has been designed for a moving concentrated load of 250.016 live and 25.011,dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, concurrent with live and dead loads. 14)-Semi-rigid pilchbreaks including heels Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard N OF&tisy9 �y G )iVti. N P C 11L No, 13029 is building S 1 01 build e P tt.bc' Tall d dl add­,,,ally.Applicability I dcs.g.pa t dprrp p r f pr.n-a s—p—tainy rdc B ild g 1)­g­ir.B-IJ'FO h II -f} Ild ni l th' h tl ( lh dt d y t fthe R f 6 lit g 1g d d d R Id gD b pl pr 'b1t}f Gr m of the design emir i :-[ 1 t t y,e C bu'Id'6 LM f t I d ly when t [1,r' led by IJFP p }' Bracing h frr 1—al pp t T u l t a ly d el of cpl ce bon and perm anent brat t.Rcfcr to Ru Id'g Component Safety Inliumaurn(RCSI)For g mrxal guidance regarding tai age.dDivc y occur and brae ng a unable T om SHCA ar d'fmss Plate Infitituta_ Job Truss._ _._.. Truss Type '...I 0 ;Ply 1i Moser St.Northampton,MA- _ 15011983JRG T01 COMMON Universal Forest Products :. ... _ Job Reference(optional) 7.610 Jaq 9 2015 In stri ,nc T J 18 1216' Ot P e 1 ID:1 KRAGoM5zA9GwzM7_nDHFizTBuj-_ x0] msMI�j�N�i�ctu�V`Vult��kg75zf3S?F��}ikV5z5�(N 12-0-0 5.8-0 b 87 6.4-0 1-2-8 6x6-z�- Scale=1:49.7 4 7.00 12 18 19 1.5x3 \\ 17 20 1.5x3 3 5 16 21 1 1 2 11 14 �p oI1 67 I� 12 22 9 23 24 25 8 26 ° 10 4x4= _ 15 5x6= 6x8- 5x6= 8-0-0 16-0-0 24-0-0 8-0-0 8-0-0 8-0-0 Plate Offsets(X,Y)-(2:0-0-14,Edge],(4:0-3-11,P3-0]..[8:0-0-14,Edge],[8:04-0,Edge] -... LOADING(psQ TCLL 40.0 SPACING- 2-0'0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.90 Veh(LL) -0.48 &9 >603 240 MT20 1971144 TCDL 15.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.65 &9 >441 180 BCLL 0.0' Rep Stress Inv YES WB 0.31 Horzf l-) 0.07 6 n/a n/a BCDL 10.0 (Matrix-M Code IRC2D09/FP12007 ) Wind(LL) 0.02 9 >999 360 Weight:89 lb FT=4% LIRABER BRACING- _.. TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD 2x4 SPF 2100E 1.BE BOT CHORD Rigid ceiling direcify applied or 2-2-0 oc bracing. WEBS 2x4 SPF No.2'Except' 9' W1:2x4 SPF No.2 or 2x4 SPF Stud REACTIONS, (lb/size) 2=1763/0-3.8 (min.0.3-3),6=1763/03$(min,0.3-3) Max Horz 2=160(LC 7) Max Uplfi2=-791LC 8),6=79(LC 9) Max Grav2=2038(LC 26),6=2038(LC 36) FORCES. gli)-Max.CompJMax.Ten.-AN forces 250(lb)or less except when shown. TOP CHORD 2-11=2509/107,11-16-2947/296,3.1&--2785/311.3.17=2667/332,17-l8=2508/344,4-18--2466/358,4-19=-24661358,19-20=-25081344,5-20=2667/332,5Q1=2785/311, 14-21=2947/296,6.14=2509/107 BOT CHORD 10-12=17513120,12-22=148/2409,9-22=148/2409,9-23=1/1617,23.24=1/1617,24-25=1/1617,B-25w-1/1617,&26=1482409,15-26=1482409,1315=17513120 WEBS 4-8=123/1200,5$--818204.4.9=123/1200,&9-818204,2.10=-2072/231,11-12=-794222,1011=1((511214,2-12=-2546/155,6-13=2072231.14-15=794/222, 13-14=65/1214,6-15=25461155 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.Opsf;h=24ft;Cat It Exp B;enclosed;MWFRS(low-rise)and C-C I-xmnor(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL ASCE 7-05;Pf--40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live bad of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This has been designed for a 10.0 psf bottom chord live load nonconctinent with any other live loads- 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by;2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of whhstanding 100 lb uplift at jomt(s)2,6. 8)This buss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 25.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, concurrent with live and dead bads. 101"Semi-rigid pftchbreaks including heels-Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard OF S 9<< G HN N rn ' p C IL No.430"29 F ISTER�O h I -:t tie f h''t d ANSI/I7I y Cty ey m PI t sh II fx f:-'. - d I}1+e h d rnlereJ at juin+s unlus olheruisl, xW.Tt-.d.-g - hxsW upm parart+elcrs:h. J-:f -di d I Id e P 1 t by- cull d' d Jed t IIy Appl b I-ry I Ile gn paramutss d P Mx.- ry 1 f lx t- prn -ti I t} f the Nuilding Ihsign Build g Ile.-V-shall verifyall design t' th- sh I f f - -th d i d u l f th Pt-I a 'Id g d g c g +d ri d s fl Nd g Ik-'gn accepts rrspons'li Cry f th a. t rary of the design I t t :p -C tuild g CM t un - f d only wh u -.f Frri Why UFI' p y.B h 'fur f t 1'pp t o(ws.memhn ly d doe a epI uecti+n and Jim I rtmanrnt bra ing.Rel'�r m Rudd ng Component Safety Inlu metiun(BCSI)for ya+eral guidance rcgvding loragr,d irv�r, mccuon and bracing eva table from SBCA and Truss Plalc In 1 late. UPS-I ( 2 ` NICOLETTI—NORTHAMPTON PV P'.n"m Vaffny PhotovolC:Iw, .i wikc ­­1 tuuu..4t 1- New Residence:not on t google map Pi 77 Musante(Northern Unit) Betsy Nicoletti 77 Musante Drive Northampton, MA 01060 Phone: (802)236-3372 e-mail: Betsy @betsynicoletti.com Array: SPR-345s in portrait as 3 rows of 3 onr4.. south roof of garage. Mounting: Solarmount rails with L-Feet on Quickfoot Bases 3.11 kw roof Array on western half of garagek Roof Structure: See Attached Stamped Truss roof;(9)SPR-X21-345 specs Roofing Material: Asphalt I I i i I i QL� Office of Consumer Affairs and Bus in Regulation _ 10 Park Plaza'- Suite 5170 Boston,Massachusetts 02116 Home improvement C':ntractor Registration Registration: 140077 Type: Private Corporation Expiration: 9/16/2017 Tr0 270458 PIONEER VALLEY PHOTOVOLTAICSk=—.L V PHILIPPE RIGOLLAUD - 311 WELLS ST SUITE B GREENFIELD, MA 01301 - �. Update Address and return card.Mark reason for change. scat Address j Renewal --I, Employment Lost Card r:%�r. �,f,ry.n+rawuxYel(�of�y�sri:uc�trlc/l.' . ,. Office of Consumer Airairs&Business Regulation Licence or registration valid for individul use only NOME IMPROVEMENT CONTRACTOR befor4 the expiration date. ff found return to: Registratson 140077 Srpe: Office of Consumer Affairs and Business Regulation Exp�ratron 9I1t J2017 Private Corporation 10 Patk Plaza-Suite 5170 Boston,MA 02116 PIONEER VALLEY PIiOTO'Vt��ZPi1CS CQOP PHILIPPE RIGOLLAUD r:e_'•,. 311 WELLS ST SUITE B. GREENFIELD.MA D1301 .. ` Uoderaccrctary Not valid svltho y Massachusetts -Department of Public Safety Board of Building Regulations and Standards Con%trurtiun Supco kor License: CS-100329 Maya Fulford - 159 Clark.Drive Qutford VT 05301 S� ,, 'I ' ' Expiration Cgmrrnssioner 0311412016 ATTACHMENT A AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. Any photographs or videos of this project may be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. S Y �l co l,� f M -�,� Printed Name Date Signature Title Proposal and Agreement Page 7 of 9 Betsy Nicoletti,October 19,2015 Ac°® CERTIFICATE F DATE(MM/DD/YYYY) O LIABILITY INSURANCE 12/22/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONE CT Jenna Rodrigue, CISR Webber & Grinnell PHONE (413)586-0111 FAX (413)586-6081 8 North King Street E-MAIL .jrodrigue @webberandgrinnell.cam INSURERS AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A:Peerless/Libert INSURED INSURER B:Igxcelsior/Liberty 11045 Pioneer Valley PhotoVoltaics Cooperative, Inc. INSURER C: Attn: Kim Pinkham INSURER D 311 Wells Street, Suite B INSURER E: Greenfield 19L 01301 INSURER F: COVERAGES CERTIFICATE NUMBER:Master 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION:OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A00L SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYY MM IDD/YYY LIMITS GENERAL LIABILITY PACK H OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY MA TO RENTED—' PREMISES(Ea occurrence) $ 100,000 A CLAIMS-MADE Fx�OCCUR BP8378623 /1/2015 /1/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY O aBINEDISINGLE LIMIT— 1,000,000 person)B ANY AUTO BODILY INJURY(Per p ) $ ALL OWNED X SCHEDULED EIA8372626 /1/2015 /1/2016 AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE — AUTOS - Per accident) $ Underinsured motorist BI split $ 100,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MAIE AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,00C L8377126 /1/2015 /1/2016 $ A WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN N X _ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N❑ N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) C8376525 /1/2015 /1/2016 If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks hedule,if more space Is required) Sungage Financial is listed as Additional Insured per' written contract with respects to General Liability as per the terms and conditions of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sungage Financial ACCORDANCE WITH tHE POLICY PROVISIONS. 86 Bedford Street, Unit 3 Boston, NA 02111 'AUTHORIZED REPRESENTATIVE J Rodrigue, CISR/JER C_ ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo art registered marks of ACORD The Commonwealth of'Massachusetts Print Form Department of Industrial Accidents q = Office of Investigations -' I Congress Street, Suite 100 Boston, MA 02114-2017 t• � � www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Let?ibly Name (Business/Organizatiort/lndividual):PIONEER VALLEY PHOTOVOLTAICS COOPERATIVE Address:311 Wells Street, Suite B City/State/Zip:Greenfield MA 01301 _ phone 4:413.772.8788 413.772.8668 fax Are you an employer? Check the appropriate box: Type of project (required): 1.21 1 am a employer with 32 4. ❑ 1 am a general contractor and 1 6 ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 1❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees `these sub-contractors have S. ❑ Demolition workin g for me in any capacity. employees and have workers' . 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] �• ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 ❑ Roof repairs insurance required.]" c. 1-52, 51(4),and we have no PV S stem J employees. [No workers' 13.0 other Y comp. insurance required.] 'Any applicant that checks box fii must also fill out the section below showing their tivorkers'compensation.policy information. Ilomeo"Mers 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 or the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for myv employees. Below is the policy and job site in formation. Insurance Company Name:Excelsior/Peerless Policy # or Self ins. Lie. #: WC 8376525 Expiration Date:01/01/2016 Job Site Address:77 Musante Drive � 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 2?A of MGL c. 1 i2 can lead to the imposition of criminal penalties of a tine 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$2-50.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D1A for insurance coverage verification. I do hereby certi y under the wins and ` alties- er'ur that the in formation provided above is true and correct. Si nature: Date: 11/11/2015 Phone#:413-772-8788 Official use onh}. 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: Maya FUlford CS-106329 License Number 159 Clark Drive, Guilford VT, 05301 03/14/2016 Address Expiration Date 413-772-8788 Signature T elephone 9.Realstered Home Improvement Contractor: Not Applicable ❑ Pioneer Vallev Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street Suite B Greenfield MA 01301 09/16/2017 Address Expiration Date Telephone 413-772-8788 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 Att ached Yes....... p 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 108.1.5.1. 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 hoft 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 a nd State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors t] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [❑ Siding[01 Other[[Z7] Brief Description of Proposed Work: Installation of mounting system for solar panels on south side of roof. 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 housina, complete the following: a. Use of building: One Family 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 Betsy Nicoletti as Owner of the subject property hereby authorize Philippe Rigollaud to act on my behalf,in all matters relative to work authorized by this building permit application. See attachment (A) See Attachment A Signature of Owner Date Philippe Rigollaud 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. PHILIPPE RIGOLLAUD Print Name 11/16/2015 Signature of ne it Dat e 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 DONT KNOW Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES 0 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 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 Q NO 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 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. Department use only City of Northampton Status of Permit; 777) Building Department Curb Cut/Driveway Permit 212 Main Street SewsrtSepticAvailability Room 100 Water/Well Availability mss' i orthampton, MA 01060 Two Sets of Structural Plans hon 413-587-1240 Fax 413-587-1272 Plot/Site Plans DEPT.OF FWLN11G iNSPL"CTtohis Other Specify THAMSPTON,MA 01060 APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: Map Lot Unit 77 Musante Drive, Northampton, MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Betsy Nicoletti 77 Musante Drive,Northampton,MA Name(Print) Current Mailing Address: (802)236-3372 See attachment (A) Telephone Signature 2.2 Authorized Agent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B,Greenfield,MA,01301 Name(Print) Current Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS 7 Item Estimated Cost(Dollars)to be Official Use Only com leted by ermit applicant 1. Building $16,859 (a)Building Permit Fee 2. Electrical (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) $16,859 Check Number D This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0798 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST- SUITE B GREENFIELD01301 (413)772-8788 PROPERTY LOCATION 77 MUSANTE MAP 38A PARCEL 104 001 ZONE PV(100)/SG b(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL GARAGE ROOF MOUNTED SOLAR ARRAY New Construction I r _ Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106329 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO MATION PRESENTED: proved Additional permits required(see below) JV 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 Demolition Delay Z 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. 77 MUSANTE BP-2016-0798 GIS 4: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A- 104 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 4 BP-2016-0798 Project 4 JS-2016-001185 Est. Cost: $16859.00 Fee: $102.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sq. ft.): 24175.80 Owner: HOSPITAL HILL DEVELOPMENT LLC C/O MASSDEVELOPMENT LLC zonin(,�: PV(100)/SG b(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 77 MUSANTE Applicant Address: Phone: Insurance: 311 WELLS ST SUITE B (41-1 77)-8788 Workers Compensation GREEN FIELDMA01301 ISSUED ON.1211612015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL GARAGE ROOF MOUNTED 3.11 KW 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 tt 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 ANN' OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTVpe' Date Paid: Amount: Building 12/16/2015 0:00:00 $102.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner