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31B-281 (8) , 4 ,i)kAnNil- (44 P.• -r I ley P ttaics Cooperative (._ _ , Jonathan Child Design and Sates Team Attachments: General Terms and Conditions 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 and to begin work of obtaining a grant on my behalf, as applicable. 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. p. ovvc �.,f2.uss 1<2- j °1'i.' Printed 1.., Date Signature Col Li CC ,LCD Title Proposal and Agreement Page 6 of 6 Curtiss Rugpero LLC,November 6,2012 i; 1 'I;it �1,-, QUIK FOOT' PRODUCT GUIDE �: ! Bracket Options-L-102-3" A A otiice` . F � L r 0 ,'tt 4, t z rn P ty 31 .l :v ,,„ ss, , ,.., ,,„, — I,° 'I 3} v i 3,,.,p `,. 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Morrisville, VT 05661 P'3'C�7K Toll Free Phone 1.877.859.3947 MATERIAL: 4'v www. ecofastensolar . com Toll ebwweFax1.888.766.9994 2011 Aluminum web www.ecofastensolar.com e-mail info @ecofastensolar.com SCALE:1:1 9/17/2010 SHEET 1 OF 1 "r-i,,,,,i-,,,,::', i t I i il; QUIK FOOT'" PRODUCT GUIDE • 4 [ � QF 5 x A A I 1 ig� r 1h s );!,,,,.;,t - // O� + ; lirl'Or,'I. ? 1 • ' � " i I l ; t °' SECTION A-A ' a v I ..1..cy p 1' 0 3/816188 . 14/1 W H i r• — 0' o N x Y { ©EcoFosten Sol,®All content protected under copyright.All rights reserved 03/8/11 F See.42 t 1 7 �I P``,? P , V t_ i QUIK FOOT'" PRODUCT GUIDE ).t] I 1 Bill of Materials ,' A 'p A Mate/lul' PJae/'Pd for A's lily Na e figure I ,ec. i Required Tools item No. Description of Material/Part `'�"� ,R p Quantity If,i w, I 3/8"Stainless Steel Hex Nut it\ ,/, a, ; �� I _ 2 3/8"EPDM Bonded 18.8 SS Washer 3 L-102-3"Bracket*(other options available) I ,:4',..1.;,1'.:-.,s / '' ' 4 Quik Foot Flashing I * f i,. 5 Quik Foot I ' 'I ' 3 6 Fastener(length to be determined) By Others ,?.1: i Ems., I ; ¢i j, F i. Base Components Needed I • u. fila ' ki..‘ tig ,,,,F , ,,..:, ,, it ,,, )f 4 t 'k E$ #toid :3 1 g P r,ro J` - a , r #3 #4 #5 #6 ' 111110 o Y o t t Sec.3-I t tl t QUIK FOOT- PRODUCT GUIDE a ii.• ri ' Installation Instructions iiir1*,r►�i> "4;1*iv' 4110."x► ` _ Instructions " ► f *For detailed product illustration see previous page,for required tools see next page. { `"- , � M I I. Locate the rafters and snap horizontal and vertical lines to mark the hlr �. r installation position for each Quik Foot. 41, 2. Install base as shown using appropriate fasteners* a '`l pMMI �Iq g I i €: 'x r �� ` 3. Apply a thin bead of sealant around the base of the threaded stud.** r :Lt,. . 4. Insert the flashing so the top part is under the next row of shingles t$ i and pushed far enough up slope to prevent water infiltlaton through ll t vertical joint in shingles. L l d i� i i y ��' 5. Install top compression component as shown using EPDM bonded washer �' i �j - 4 and stainless nut. 1�r r f; = I ; °'- j Consult an engineer or go to www.ecofastensolar.com for engineering data. ,.0a I 2 *EcoFasten recommends XHD fasteners by OMG. ',�r S **EcoFastenrecommendsGeocel2300. f � #f v i y.t 4-Iii f 4 0 f t' y t Gl f-� ° /� ---.._ MK) 1 1 E,.:: � r o ` ,_„. t z ,,,,,, .,-4. "-,.-,,,-.-i;''. 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'�����° a � , , , E�coFasten Solar® F a` committed to the Support of Renewable Energy I .........,,... . 86 h g t Th • .en >>4 kin . gjn . .�. r y •- _ y h _ v_ _ _ : ... -or AP, �. — + .. Ar .M �,, ,tk . of,Qnent 61'T5 ��'Cifi SO/arMou and 6063`T5 bc)ns nt ballast 6 o/ t Pram ®� ® e SolS aluminum ektr pCian arly�ountp rails union hilk mount, The..,w_. o • Tilt legs arl cti Call(/nit unto SYstem is ps and darn ac f Two_ e sda`feet Ps t°Your build n d°eumentatiopr.certrfied. Piece Se ndoffs g code n applicabl Zi sere�onditi at't•�nt e nc`plated °n 4 (very se S°/ dne Piece stado ed Steel sere) pr°duM�,ar®IS cover b 1$'8 stainless Warr ranty and _ e Fasteners steel Y a 1p'Year „,„,„ uN For c mplete a S Year limited) n. ed S°larp4 1 warranti finish 1 RA For web site. t nstallati°n a unload anY C r al from righ t rh„ ki 18 in Sot,,, visit US 0mi. "tine www•Unira � ... corn SOLARMOUNT® RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS r'rv's most versatile mcmnting system „lewhle Components Speetl instaliatlor' of SoiaTMount`"Rae ,MorMount°MO nc rhoaw arty)rxa aad�me soiarnnounr aovamaRe standotrc : ibility w tee,,, tea c ' - aoao gl t l . ,hig nfig or. e:,row,re.,e pi.,r, onfigurations t h y d v r d mount eor t root h '''' ! PI J ff tYp rd >Yn {n " ,'>,ry '�r ` : ,°` lation ;x ; ,- Installer-friendly components rt :• „� Serrated t.teer '-- "`- t a f r t; 1 - t r Minimized penetration with ' r.� a 1, d _ B 1 1 longer attachment spans than w n Fl t t 1 n m� r competitive products t .i ghr rad„onfigure to.t o •,_ ra 1 ne grits o.e pomot nq or Clow fo g wh csm in put g r•o n r ctreing ose to rtie-*ool Grounding ned and wire per r> management it options er *'*, ..,t..- .tut n-t'ub Styx Legs "�Otnplete technical support .,� a v ,,i t g a f. r a,~. 4 .�- "t• iris pe Installation and code ' . � tl nt compliance documentation ^y, '°* V t t h. ff tY -I R -Rth. Ih fy u d°,,- .p' i ,taR3w� t u r n1 a gl y • Online estimator of eo o_erees wurot,t t Ronad.ngauhe ioh srte � Person-to-person customer serve nand and SolarMount" icon IQ Fl. 'o,l cluain, FaStfori"' o norr ,o,t.e an 1 vt.nn. LOre COmpone ht TOr UPtlra l° MODULEMOUNTING mounting solutions, Msernti y Sequence K Your Chuli2 .. '` ^ ` Three rail options to accommodate any job site 'op Mounting Liamie Ifottom lulounting Clip, Incorporated into other lea 1 r E rota "de 1-100e. major product lines d.4eY rm ..r a r n ••.:'.°,,• t-a a a u ti a t. F � 1 to 1 N {� t tt L f t S r'a 6 tlIYR r �Y PO nt of I t. h I6 I " t r 11 1 K..,t fl a tie 1 I. e'RVr�• t l e Tito' .` 'IeO.Nf iox� vier rK no n msm rlr "ia o, t - a t nr 4r` rr ��� �l i • r ar,e: .■ SO LARMOUNT® rs most versatile mounting system A ,„, - i „„ Ground Mounted Roof Mounted Open Structure Google Campus, California Solution Solution Solution © 2007,courtesy of El Solutions Inc. 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. u N RAc �S ■fit �� nglr IninkingInSolar Visit us online at www.unirac.com MODEL: SPR-327NE-WHT-D ELECTRICAL DATA I-V CURVE Measured at Standard Test Conditions ISIC),irradiance of 1000W/m',AM 1.5,and cell temperature 25°C 7 Peak Power(+5/-3%) Pmax 327 W 6 1000 W/m' Cell Efficiency 11 22.5% Panel Efficiency n 20.1 % Q 4 x; _.;. Rated Voltage Vmpp 54.7 V ` 3 0 Rated Current Impp 5.98 A V 2 Open Circuit Voltage Voc 64.9 V 1 \ 200 W/m' Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 Voltage(V) Temperature Coefficients Power(P) —0.38%/K Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Voc) -176.6mV/K Curreni(ISC) 3.5mA/K TESTED OPERATING CONDITIONS NOCT 45°C+/—2°C Temperature -40°F to+185°F (-40°C to+85°C) Series Fuse Rating 20 A Grounding Positive grounding not required Max load 113 psf 550 kg/m2(5400 Pa),front(e.g.snow) w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back (e.g.wind) Solar Cells 96 SunPower Maxeonw cells Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph (23 m/s) anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 lbs(18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating DIMENSIONS � 4; MM Al( -MOUNTING HOLES (B)-GROUNDING HOLES "t 1: 7 I - — (IN) I2X 06.6[.26] 10X 04.2 1.17] _... �„ ,, . . . . . . . . . .., I IS 11 WS II .. . .. . 11111♦ 11.11111♦ ♦ ♦ ♦ ♦ ENDS-2[. 11110MCID .- , .♦.V I I I I I♦.♦.♦.♦.♦.♦■♦. i �... IA) -- %� --I PRODUCED BY AN AUTODEBK EDUCATIONAL PRODUCT USER REVMTE FNAME 215/1. -2' 15/1• { t N N A A rim 9, .■= III Go r I'I',. S. r■ .= 4 .IN rto Co rMI KI } r■ QNi cP..= Z'-'ICI q.I .a , CP .■ ,p._ 9, .■ IIII 4o r- l .IN 4 _. r A ^ J k tl 9, r to I I I 6 I F4 o .■ A :■ W m W N O� m mr� OI r■ 5 i r� O r= r.11 ... = . 4. A Z 7 Ir. T 4, ,om r= II . Ili A IN= 1 :II r T r i.. r rt1 r■4. co A.co J I 4. ^- I Try r- r=,om N r., T r■ III -.E. --i r- r N co 4. N N { ' 1 O 0 J P y y D `J 7, =8 5 {{f 0 C Dl N a< o O vai .71 E1 0 R 3 p.r ip ET W ga�. i A < mfD5a d N D < D p E, 91 ° I ail ` € �t " � t °' o'<oom r I d 7 anon m OT O N / N N E —�— v a 0 N C m N 0 1000014 1VNOLLV0003 NE300111V NV AS 00300004 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT USER REVDAIE FRAME -- ------175-- ED ED ED ED N N a o X El ED o T N »'O E.-r' • I A N N N p O E E w 3 o o c m a o 2 ° o w Q Q D 0 o I A of o i o = m d a 0 3 U y El E N ED ED co € Q 7 N X o t 4 ED El r a'n#i s 0 0 1• o m _ N N Q ITII Q E D Z v D A v 0 EDI El El 2 d' 1 ,1 f mo w°i ► "0„, 0 ,m N < C 5D 0 0H w° Ogg g m n> ; m " C 1 O N C=9-8 '<,?(° o o ca d� E W?,N� D N mN g114, ° a! gy m D O I N II J J A, C N -I m I y N Q N C yJ 8 , 5°; m a m €N t A .< w T . 58- ° I N a 0 N 0 J N A CO O ° ( N N a n d LOR00Nd IYNOILVOR03 58300NV NY AB 03000OSd ROOF-MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name Corliss-Ruggiero LLC SUB-ARRAY#2 Address Northampton, Massachusetts The flushed to the top lower roof solar array being installed consists of one array of 18 modules(LANDSCAPE&PORTRAIT orientation)at a 5.6:12 tilt and a roof mounting system.The mounting system includes a series of L-feet on Quick-foot with all metal flashing that represent discrete points of contact with the roof structure. Each support is secured to the 2X4 roof rafters via two GRK RSS 5/16"X 3-1/8"structural screws. ROOF STRUCTURE COMMENTS Combination of roof rafters and engineered trusses 1.Roofing Material: Height 10 &4 _inches asphalt shingles Width 2 inches 2.Roof pitch: 25 degrees Rafter spacing 16&24 inches on center SOLAR MODULE ARRAY WEIGHT CALCULATION 3. Horizontal Span:12" Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) I 18 I 41 738 Solar module 327 Subtotal 738 Mounting System Units Unit Wt. Total Wt. SolarMount Standard rail 2231 0.064 142.8 Lbs/inch M215 Enphase 0 3.50 0.0 Lbs/inch L feet 50 0.24 12.2 supports include all hardware L feet on S-S-N clamp 0 0.54 0.0 supports include all hardware L feet on VersaBracket VB-47 0 0.64 0.0 Eco-fasten with 8 screws and flashing 0 2.69 0.0 supports include all hardware Stand-off with roof boot(single support) 0 1.13 0.0 and roof boots Stand-off with roof boot(double support) 0 1.70 0.0 L-foot with hanger bolt(single support) 0 0.53 0.0 Quickfoot standoff 50 0.75 37.5 with flashing& hardware Quickfoot standoff with doubble support 0 2.00 0.0 with hanger bolt&hardware Splice bar kits 8 0.50 4.0 Module and rail grounding 1 1.75 1.8 Module universal end clips 0 0.20 0.0 Module mounting clips 40 0.16 6.5 Subtotal 204.7 'Total solar module array weight 942.7 lbs POINT LOAD CALCULATION Number of support stand-off 50 Total solar module array weight 942.7 Point load .1 18.9 lbs DISTRIBUTED LOAD CALCULATION Photovoltaic module array area Array LANDSCAPE Void space Array PORTRAIT Module width (horizontal) 61.39 inches 0 inches 41.18 inches Module length (vertical) 41.18 inches 0 inches 61.39 inches Intermodule spacing 1 inches 0 inches 1 inches Number of module columns 9 0 6 Number of module rows 2 0 1 Array area 324 square feet 0 square feet 107 _square feet Total array area 432 square feet Distributed load 2.2 lbs/sf ft PRODUCED BY AN AUTODEBK EDUCATIONAL PRODUCT USER REWATE FNAME CO \ I I I I I I I I ' w IIM C;■ C■ C■ C■ :u C.■ :: 1 C■ Cl. Cl C■ N1 C■ C■ C■ C■ C■ C■ C 111 Cil C■ C■ ct 1 1 1 1 1 1 1 1 C.■ C.■ :111 C■ 31 C■ C■ C■ ot W C.■ C■ C.■ C■ V N R 3° ' 1 C■ C■ C■ i I C■ C■ C■ CM '' I I I I i I I C!■ CE C■ C■ IM till C■ C■ to N N C■ C■ C■ C■ 131 C■ CM C.■ 1 :,,1\2 -ct 1M C■ C■ C■ C■ C.■ :111 C11, n I 1 1 1 i I ,I \20- 21 5/16 20 21 7/16 20 - 21 7/16 20 21 5/161 1N1 f 5111 t ' mdy � Dl ID d., D W O N g 1 W 50 E g 0 ; 1 I am a 3 m o t1 d ? y y EN O 0` fp O1 i s y O.y m cd It :§.O CY) a i C g+ N 10000Bd WNOIL00003 05300100 NY AS 03000011d PRODUCED BY AN AUTOOEBN EDUCATIONAL PRODUCT USER REVDATE FNAME 1 tix A 00 O j O_ 2N im II ( 11 u i SS° s No c w na sc• S • ° I' 1 Ir a 1 s f. " _ 0 a o ; = a ■ a a ---7----T77----------i d o 0,• 0 Ad a I a i a l a rn o ( s I , CT l I I a a I� g in = o m g N ! o < Z , c ■ a ■ ■ 2 v o° r i L F---—.1—•—I I—I—-..=—ii 1-!--- . • 9 I ;. 0 1 is si ■ I IN II a ■ o R c a ■ ■ ■ 0 x. M CD O Al IM I • l . • • a a 1 11 a 1 a a 1 a a 1 i -----165 1/2 t. I { o 00I € O5IN DtN p) o' 4. S N_ O S•m c q< c O 3 N m t C I O F W 9� �`<N 5 y0 a � Fl 03 I .axg gia. IcSo p w = m§ I D o' = 3aW P. dCr I 1 I m gN gg "° Bt a m f° o y O m LMOON'IVNOU VOR031IB3OOL Y NV AR 03DROONd ROOF-MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name Corliss-Ruggiero LLC SUB-ARRAY#1 Address Northampton, Massachusetts The flushed to the top lower roof solar array being installed consists of one array of 24 modules(LANDSCAPE orientation)at a 8:12 tilt and a roof mounting system.The mounting system includes a series of L-feet on Quick-foot with all metal flashing that represent discrete points of contact with the roof structure. Each support is secured to the 2X6 roof rafters via two GRK RSS 5/16"X 3-1/8" structural screws. ROOF STRUCTURE COMMENTS Roof rafter 1.Roofing Material: Height 6 inches asphalt shingles Width 2 inches 2.Roof pitch: 34 degrees Rafter spacing 24 inches on center SOLAR MODULE ARRAY WEIGHT CALCULATION 3. Horizontal Span:11" Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) 1 24 I 41 984 Solar module 327 Subtotal 984 Mounting System Units Unit Wt. Total Wt. SolarMount Standard rail 3002.5 0.064 192.2 Lbs/inch M215 Enphase 0 3.50 0.0 Lbs/inch L feet 72 0.24 17.6 supports include all hardware L feet on S-5-N clamp 0 0.54 0.0 supports include all hardware L feet on VersaBracket VB-47 0 0.64 0.0 Eco-fasten with 8 screws and flashing 0 2.69 0.0 supports include all hardware Stand-off with roof boot(single support) 0 1.13 0.0 and roof boots Stand-off with roof boot(double support) 0 1.70 0.0 L-foot with hanger bolt(single support) 0 0.53 0.0 Quickfoot standoff 72 0.75 54.0 with flashing& hardware Quickfoot standoff with doubble support 0 2.00 0.0 with hanger bolt&hardware Splice bar kits 16 0.50 8.0 Module and rail grounding 1 1.75 1.8 Module universal end clips 0 0.20 0.0 Module mounting clips 56 0.16 9.1 Subtotal 282.6 (Total solar module array weight 1266.6 lbs POINT LOAD CALCULATION Number of support stand-off 72 Total solar module array weight 1266.6 Point load I 17.6 lbs DISTRIBUTED LOAD CALCULATION Photovoltaic module array area Array 1 Void space Array 3 Module width (horizontal) 61.39 inches 0 inches 0 inches Module length (vertical) 41.18 inches 0 inches 0 inches Intermodule spacing 1 inches 0 inches 0 inches Number of module columns 6 0 _ 0 Number of module rows 4 0 0 Array area 435 square feet 0 square feet 0 _square feet Total array area 435 square feet Distributed load 2.9 lbs/sf I PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT ' USER REVDATE FNAME 1 1 C III ED 11,11 I Ii 7J :. :. -< :. 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SCALE 3/8 =1LO" 4 I A' SOLAR PANELS DATE 04/12/13 i H iL,tillifitw PROJECT NO. 13022 —4411111W Structural&Civil Engineering CORLISS REV DWG NO rleet@wildblue.net 52 MASONIC STREET, NORTHAMPTON, MA SK-1 P.O.B. 881 WENDELL MA 01379 TEL/FAX: 978-544-8000 N 1 C 2 April 25, 2013 Structural&Civil Engineering P.O.B.881,Wendell,MA 01379 tel/fax 978-544-8000 rleet@wildblue.net PV Squared Attn: Bill Killough-Hill 311 Wells Street, Suite B GREENFIELD MA 01301 RE: 50 Center Street, Northampton, MA, Project#13022 Dear Mr. Killough-Hill: I have visited 50 Center Street in Northampton on two occasions, as well as reviewed the materials you have sent me concerning the installation of solar panels on two south facing slopes. There are actually four distinct existing roof systems for this building. The northernmost solar system (sub-array#1) has been modified according to the design I provided entitled "SK-1 / Roof Section 1 /Solar Panels", dated 4/12/13. I inspected this work on April 23, 2013, and it has been done essentially in accordance with the construction documents. The southernmost solar system (sub-array#2) straddles two different roof systems which have the same exterior geometry. One is a 2x10 rafter system and the second consists of standard steel plate trusses. Both are capable of sustaining the solar panels. However, the southern portion of the truss system creates a horizontal valley with a neighboring 2x4 rafter system. In order not to impose greater loads on this neighboring roof I recommend that the solar panels end at least 60 inches from the shared bearing wall. It is my opinion, based upon my site visits, as well as my experience and training as a professional engineer, that the roof at 50 Center Street can support the proposed solar panels and meet the structural requirements of 780 CMR, the Massachusetts State Building Code, Eighth Edition. Please call me if you have any questions regarding this project. Sincerely, / �.�.� % / 4, "va iN Q ii,'-,/ z ,a�yL �yGrT - o ROBERT T. r� , Robert Leet, P.E. E LEFT a '''' STRUCTURAL 38942 \;ia tafSTE � �., 4 y 41 a 4T f SL au A ,.4 4 • . � �� � . Y �5 f ,r' .R �eTi�p-M1M'��' � b orlik Y 'n{ y 4 . < . ~a � < \ . f < ~ %� \ ` am d \ ` �\ . \© \ . �\ \ 2: w �\ • Inside roof#2: 34, ,t le- 1 1 k.r ,r /;k5 ;r ......, , 4 -, ' ' / a, Ma i tl Y ,p' lb:1'.°"i*- \; ' I I, '\ '''0 IP'' II/ /111lif ' ....,-,-... ; 4 10, are411F it 10',",-,° \VIN,'%, 'i : , ef, , ,,,,,w „ ,,i, r; 7' 'cr......1A, ,- - AZ04,v I rl'il I'i'' ;1 1:bc4 q; i re • Nillit •• Alt 41,t1 i A AID / Inside roof#1: fit. $. • .. CORLISS_RUGGIERO—NORTHAMPTON (al-tot Inverters in basement Utility Meters in ,"'.11141!` , basement �.tb,.., , ,-- �" w 411/��lj��p► Sub-array 1 East roof North Sub-array 2 West Roof " ' I • r �. A��, -.t. • r +n Google earth Duke Corliss and Theresa Ruggiero 50-52 Center St/86 Masonic Street Duke's Office : 413-586-2289 Northampton, MA 01060 Duke's cell: 413-695-4016 Duke's e-mail: corlisslaw @hotmail.com Mailing address: Duke's office at 50 Center Street Array: 3 sub-arrays all with SPR-327s in landscape (mostly). #1 array East roof North =4 rows of 6 landscape below elevation of chimney. #2 array West Roof= 2 rows of 9 landscape flush with south edge and flush with the ridge. Mounting: Quickfoot posts on asphalt roof. Roof Structure: #1: 34 degree tilt, 2 X 6 roof rafter 24" o.c.with 11 feet horizontal span #2: 21 degree tilt, from North end for 19 feet 2 X 10 roof rafter 16" o.c., after that point and for 28 feet engineered trusses 2 X 4 24" o.c. Structures were assessed by structural engineer and reinforced accordingly, see attachment(B). Roofing Material: Asphalt—not being replaced The Commonwealth of Massachusetts Print Form € Department of Industrial Accidents . :='.. Office of Investigations Al- , ti 1 Congress Street,Suite 100 ,,,:447.2...7 Boston,MA 02114-2017 '4'.;, :Z.‘,-;'-' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): PIONEER VALLEY PHOTOVOLTAICS COOPERATIVE Address:311 Wells Street, Suite B City/State/Zip:Greenfield MA 01301 Phone #:413.772.8788 413.772.8668 fax Are you an employer?Check the appropriate box: Type of project(required): 1.Ei I am a employer with CI- 4. ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working an 7 for me in aci employees and have workers' any ca p 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself workers' com right of exemption per MGL [No workers Y [ comp. 12.0 Roof repairs insurance required.] f c. 152, §1(4),and we have no `` employees. [No workers' 13.0 Other alle4 ooh, o, 3 comp. insurance required.] ,I , L 1.. s -`SS . 4, I':II y ,,,� ,1 *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy info ' ation. 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Excelsior/Peerless #or Self ins. Lic.#: Vw g5USZr Expiration Date:01/01/2014 1 Job Site Address. 5o latrh 're-yet City/State/Zip: 011 -r-lft.11 A. b4 . i b(90 Attach a copy of the workers' compensation policy declaration page(showing the policy number an s 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 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$250.00 a day against the violator. BBdvised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance cov- .ge verification. I do hereby certify under the I ains and f altiei f"erjury that the information provided above is true and correct. /r rir'ier —we Dater oCr/1 °L,:z Phone#:413-772-8788 11 I 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#: Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I ��fit; Ce,h-•(--155 , as Owner of the subject property hereby authorize jr7I- Y 16 ` 6Q�?Y1 4 { -, ( - 1.-(12 Pc,P•tCSDL-L-k(i1c)) to act on my behalf, in all matters relative to work authorized by this building permit application. \\ A, - ( 4) /��/��. Signature of Owner Date ��I`tt�,1-PPt 12.1CSDL-- e1Alj , asOwner/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. Print Name If If h/3 Signature ofDwfle#Agent Date SECTION 12-CONSTRUCTION SERVIC 10.1 Licensed Construction Supervisor: Not Applicable ❑ 2 Name of License Holder: �- i—fOR C5 — I O 6.3- cl License Number '' 0. 131 Etleba 13�.�,. s Expiration Date � X13 - 4-3-2 - & Signa re Telephone SECTION 13-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 No Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING 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 DONT KNOW • YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW ' .7); YES IF YES: enter Book Page', and/or Document# Does the site contain a brook, body of water or wetlands? NO P) DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained C) Obtained , Date Issued: C. Do any signs exist on the properly? YES 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 YES,then a Northampton Storm Water Management Permit from the DPW is required. ' Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing El Change of Use El Other Brief Description } ,JLJ— o,, 3 . k sIvu1 c c s t�. � -A ,t, I�e94' nx) ...„J� a te-W Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ID 1A I I=1 A-4 ❑ A-5 ❑ 1B ❑ B Business E 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C El H High Hazard ❑ 3A 12 I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B L ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1st 1St 2nd 2nd 3rd 3'd 4th 4th Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood ZoneEl Municipal ❑ On site disposal system El Version1.7 Commercial Buildin Permit May 15,2000 Department use only RECi i,b' `D •ity of Northampton Status of Permit: B ilding Department Curb Cut/Driveway Permit MAY 2013 1 212 Main Street Sewer/SepticAvailability Room 100 Water/Well Availability No hampton, MA 01060 Two Sets of Structural Plans .OF BUit.DINB NORTHAMPTON,IN r��.�,TiONS i - - X87-1240 Fax 413-587-1272 Plat/Site Plans Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit � iiiii 01)60 Zone Overlay District DEPT Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: U IZ,Li SS 5D .. C Ai-h ..- Na�/}L 1p l+, i of Name(Print) Current Mailing Address: f Signature &`, i.`fy.u,..■.. 't Telephone 2.2 Authorized Agent: ' tL 12-71a1)c_ A i+ . Weis &Ilfecte ._ -t. 5 .3) 0114-al:o Name(Print) ♦ Current Mailing Address: Signature .aldt_ _‘ Telephone SECTION 3-ESTIMATED CONSTRUC ON CO' S Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 4 1J X15 . . (a)Building Permit Fee I .1 2. Electrical (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) 4.`161,11g of Check Number M7 //J7, 3 This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2013-1035 0 1 L APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS C�E VJ P-V ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788 " tAL it) t PROPERTY LOCATION 50 CENTER ST 1t- MAP 31B PARCEL 281 001 ZONE CB(100g VP� f�� THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST (T CZ/1)351110W— RE CG NTI A't-- ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out C�./- Fee Paid JO 67 en g 3 ; Typeof Construction: INSTALL 3 SUPPORT STRUCTURE FOR SOLAR PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 102513 3 sets of Plans/Plot Plan THE OLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF RMATION PRESENTED: 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 Demolit�belay —..t... 5-- __? Signature of Build's g • fie'. 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. 50 CENTER ST BP-2013-1035 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B-281 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-2013-1035 Project# JS-2013-001712 Est. Cost: $19719.00 Fee: $118.32 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 102513 Lot Size(sq. ft.): 12196.80 Owner: CORLISS RUGGIERO LLC Zoning: CB(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 50 CENTER ST Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Liability GREENFIELDMA01301 ISSUED ON:5/6/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 3 SUPPORT STRUCTURE FOR SOLAR PANELS 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 5/6/2013 0:00:00 $118.32 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner