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31C-038 (3) , Office r ! .airs : ; ?Zi e ontm License or registration valid for individul use only , --- , HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration 140077 Type: Office of Consumer Affairs and Business Regulation : - mintON , Expiration: , 91161 10 Park Plaza - Suite 5170 013 Private Corporation / K -- = - -;--_= == i f __:,„,_,__,-,_-,:, Boston, MA 02116 P 0 li ER VALLEY O COOP ,- 4 v:. - vc ,____, I ,,, -,-,..-----_-_-_-_, • , PHILIPPE RIGOLLAUPIft,42:::: : := 3- 311 WELLS ST SUME:III-= ===-:- " ' ,--,„,--, GREENFIELD, MA 01391 -T-ff;=-7,-- , Undersecretary Not valid without signature o ba,- Massachusetts - Dep Board Construction sachusetts - Department of Public Safeh Failure to possess a current edition of the Lic Massachusetts State Building Code is cause for revocation of this license. JONA H Refer to: WWW.Mass.Gov/DPS I go l of Building Regulations and Standards N p ARR o TT Supervisor License License: CS 102513 5 BARBER AVE GREENFIELD, MA 01301 tok% 1 ' . , -------"" '---"--" Expiration: 4116/2 01 3 Tr#: 12262 li 4► ( ) payments made to (PV) beyond the first payment amount, to secure availability and pricing of critical system components (e.g., PV modules and inverters). The initial payment is non - refundable and refunding of additional payments will not be honored if the components have already been installed. (PV) is committed to providing a high quality product and service and we look forward to working with you on your renewable energy project. Please contact Jon Child at 413 -772 -8788 with questions or comments regarding this proposal. Sincerely, Pio• - - V. y P ..< • taics Cooperative i onat..n Child Project Manager 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. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. v; \k Pnn ed Name Date 7 1) (fit................------- OW 0 (?- It Signature Title Proposal and Agreement Page 7 of 7 David Raker, June 7, 2012 PRODUCED BY AN AUTDDESK EDUCATIONAL PRODUCT - Neal - -- - -- -132 ,- 127 1/16 - -- - 132 , - - 48 48 , 48 ------ 48 , 48 48 48 48 A @ Lyj # ; I 1 Y - 132 127 1/16- - - -- - -- — 132 -._ __ _ , 24 48 48 48 -- t---- - - - -48 /r�I1d7�� 48 - - --- , 48 -- 48 '-24 D '� V ® V ®I 34 7/16 —129 3/8-- 132 --- 15 7 - . 24 - - 48 -- - --t-- - - -48 - - - , -- 48 -. _ 48_ y 24 - 48 - - - - -- , 48 - - -- 48 - -- 48 - -24 ' A 8 ®' k ® ® 129 3/8 -- k ® ® 132 — ®k 48 ; 48 48 ® 48-- ® «s RwYm/NNN DN. (; Oi IW / 64 1/2--- 132 - ® ® - ® @ ® g __,,,_ 24 ' - 48 —48 ' -- 48 / 24 Raker Residence Standoffs and rails layout Northampton. Massachusetts 7/, 0/2012 2 / w lonaoaa ss3aolfY NV AS a30000ad PRODUCED RYAN AUTODESN EDUCATIONAL PRODUCT USER REVDATE FN■ME -- 37 5/8-- - 24- - - -42 1/2 -- C7 Li CSI El El El 35 1/2 27 1/4 34 3/8 El II 1 ir I I I] El 24 42 1/2 `;l /c g3 El (-`' , C] Li Cpl Cl s 13 El El m 0 D El Ell Cpl t. 1] El El Cl El El 1 El El El El El 1 El El [7 CJ CJ CJ CJ CJ 35 1/2 24 37 5/8 24 42 1/2 d fpE ' i O CO I " d CO w P 10000Nd TVNOLLV0003 NS30010V NE AR 030000Md PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT SolarMount STANDARD rail splice bar Gerard Nebo Array to be installed on the south facing roof of the Rafter SUNPOWER 245NE -WHT -D building. 24" on center SolMount STANDARD mounting rail f I 4 i 81 - -- 391 1/16 - -- /- 245NE -WHT -D 61.39" x31.42 "x1.81 j p T -_ -- - u _ ( - -- t _ y \ Rafters assumed to be �� w ,� C ® e ® - C• 24" 0.C. d e� Blocking may be required in order to tuck outside perimeter supports under modules. Potentially at 12 I locations. 12 ®+ . ® - - R . - I t I - v ® D ® U I �-'I Use of BLACK Oatey 9 Solar flashing may N — -_ —_ -_ -, — some of the blocking. 'o 'm i1A _ I _ Try to maintain a foot of c l J V l ® ® ® space away from valley CO and module edge. o . o r u — ' ® e V q - o T – — 34 7/16 -* IA — , — — — «d FtsAia /I.i. Deb 12" roof overhang l 1961/2 - - 261 3/8 __._ Raker Residence Solar array layout L -foot mounted on 3" standoff post. 12" roof overhan Northampton, Massachusetts 0 Standoff secured to the rafter via 3 -1/8" x yfi" GRK RSS structural screw. AN. r D: w N 10n00Bd TYNOLLVOn03 xs3001fV NV AB aadnaoBd ROOF - MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name Raker Residence Address Northampton, Massachusetts The flushed to the roof solar array being installed consist of one array of 27 photovoltaic modules at a 7:12 tilt and a roof mounting system. The mounting system includes a series of 3" standoff supports that represent discrete points of contact with the roof structure. Each support is anchored to the rafters via a 3 -1/8" x 5/16" GRK structrural screw. All top chord of engineered trusses are 2x4, 24 -inch on center. ROOF STRUCTURE COMMENTS engineer trusses designed for solar added load. 1.Roofing Material: Height 4 inches asphalt shingles Width 2 inches 2.Roof pitch: 30 degrees Rafter spacing 24 inches on center SOLAR MODULE ARRAY WEIGHT CALCULATION 3. Horizontal Span:13' Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) 27 I 33 891 SPR- 245NE -WHT -D Subtotal 891 Mounting System Units Unit Wt. Total Wt. SolarMot. standard 1767 0.064 113.1 Lbs /inch M215 Enphase 0 3.50 0.0 Lbs /inch L feet 47 0.25 11.8 supports include all hardware L feet on S5! Clamp 0 0.54 0.0 supports include all hardware L feet on 3/8 hanger bolt 0 0.58 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) 47 1.13 53.1 and roof boots Stand -off with roof boot (double support) 0 1.70 0.0 Stand -off with hanger bolt (single support) 0 0.43 0.0 Quickmount 0 0.75 0.0 with hanger bolt & hardware Quickmount with doubble support 0 1.03 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 0.25 0.0 Module mounting clips 62 0.16 10.1 Subtotal 193.8 Total solar module array weight 1084.8 lbs POINT LOAD CALCULATION Number of support stand -off 47 Total solar module array weight 1084.8 Point load I 23.1 lbs l DISTRIBUTED LOAD CALCULATION Photovoltaic module array area Array 1 Array 2 Array 3 Module width (horizontal) 31.42 inches 31.42 inches 31.42 inches Module length (vertical) 61.39 inches 61.39 inches 61.39 inches Intermodule spacing 1 inches 1 inches 1 inches Number of module columns 6 9 _ _ 12 Number of module rows 1 1 1 Array area 83 square feet 124 square feet 165 square feet Total array area 124 square feet Distributed load 2.9 lbs / sf Job Truss Truss Type vpe , Qty !Ely 1 LOT # BEECHWOOD NORTHAMPTON, MA • Q1204263 i T2GE I COMMON TRUSS 1 1 Job_Reference (optional) Tnuss Engineering Corp., Indian Orchard, MA 01151 - - 7 250 s Nov 19 2010 MiTek Industries Inc. Tue Apr 24 06:59:47 2012 Page • ID: dC3y51a1CIHyYjyhWUgYyznDJk- ihEQDc8 ?VEyHWftMTb a ?VsGUnSQtim33YMw4vzNbR9 0� -10� -8 13-0 -0 26 -0 -0 2 f-19 8 0 -10-8 13 -0-0 13 -0 -0 0 -10 -8 I 4x4 = Scale m 1:52. 8 I DDITIONAL 10 PSF ADDED 7 9 O TOOL FOR OPTIONAI WELS , • 6 10 • • 31 : i 1 32 I • 5 11 30 , 4 12 9T5 JT5 3 -' Tq , I 13 3x4 II T3 • °T2 3x411 1 2 8T1 i ET1 j 14 15 �`� i I fl o E a I o o :y — 4 • • 29 28 27 34 26 25 24 23 22 21 20 19 18 17 16 2x4 11 3x4 = 2x4 I I 1 _-_ -- 26-0-0 • 26 -0 -0 • LOADING (psf) 36.5 SPACING 2.0-0 CSI DEFL in (bcj I /deB Lid PLATES GRIP (Ground Snow =50.0) • Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 15 n/r 120 MT20 197/144 TCDL 20.0 • Lumber Increase 1.15 BC 0.09 Vert(TL) -0.01 15 n/r 90 BOLL 0.0 * Rep Stress Inc( YES WB 0.36 Horz(TL) 0.00 16 n/a Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 130 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF 1650E 1.5E BOT CHORD 2 X 4 SPF No.2 TOP CHORD 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent WEBS 2 X 6 SPF 1650F 1.5E 2 -29= 317/87.7 -8 =- 117/260, 8.9 = - 117/260, 14 - 16 = - 317/87 with any other live toads. OTHERS 2 X 4 SPF Stud WEBS 11) " This truss has been designed fora live load of 20.0pst on the bottom chord in all BRACING 7 -24 =- 343/69, 6- 25=- 30485, 3-28=-281/123, 9 -22 =- 343/69, areas where a rectangle 3-6 -0 tall by 1 -0-0 wide will !t between the bottom chord and TOP CHORD 10-20'- 304/85, 13 -17 =- 281/121 any other members, with BCDL = 10.Opst. 12) All bearings are assumed to be SPF No.2 . Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 13) Provide mechanical connection (by others) of truss to bearing plate capable of BOT CHORD NOTES (16) withstanding 100 lb uplift at loint(s) 29, 16, 24, 25, 26, 27, 22, 20, 19, 18 except (jt =1b) Rigid ceiling directly applied or 6 -0-0 oc bracing, 1) Wind: ASCE 7-05; 100mph; TCDL= 4.2pst; BCDL= 5.0psf; h =2511; Cat. II; Exp B; WEBS enclosed; MWFRS (low -rise) gable end zone and C -C Comer(3) - 0-10 -8 to 2 -1 -8, 14) Thi , 17 =106. 1 Row at midpt 8 -23 Exterior(2) 2 -1 -8 to 10 -0-0, Corner(3)10-0 -0 to 13-0-0, Exterior(2)16 -0 -0 to 23-10-8 14) This truss is designed in accordance with the 2009 International Residential Code zone; cantilever left and right exposed ;C C for members and forces 8 MWFRS for sections 8502.11.1 and 8802.10.2 and referenced standard ANSI/1'P' 1. • REACTIONS All bearings 26 -0 -0. reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 151 "Semi rigid pitdtbreaks with fixed heels" Member end fixity model was used in the (lb) - Max Horz 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to analysis and design of this truss. • 29= -217(LC 6) wind (normal to the race), see MiTek "Standard Gable End Detail" 16) Al Plates 20 Gauge Unless Noted , Max Uplift 3) TCLL: ASCE 7 - 05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); LOAD CASES) • All uplift 100 lb or less at ioint(s) 29, 16, 24, 25, 26, 27, Category II; Exp B; Partially Exp.; Ct =1.1 Standard 22, 20, 19, 18 except 28=- 115(LC 7), 17=- 106(LC 9) 4) Unbalanced snow loads have been considered for this design. Max Gray 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 brnes All reactions 250 lb or less at loint(s) except 29= 343(LC 1), llat roof load of 38.5 pst on overhangs non- concurrent with other live loads. 16= 343(LC 1), 23= 304(LC 1), 24= 463(LC 2), 25= 422(LC 2), 6) All plates are 1.5x4 MT20 unless otherwise indicated. 26= 366(LC 2), 27= 282(LC 1), 28 =330(LC 2), 22= 463(LC 3), 7) Gable requires continuous bottom chord bearing. 20= 422(LC 3), 19=366(LC 3),18 =282(LC 1),17= 330(LC 3) 8) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). FORCES (lb) - Max. Comp. /Max. Ten. - Al forces 250 (lb) or less except when shown. 9) Gable studs spaced at 2 -0 -0 oc. • • I Job _._._ .. Truss ......_ _. Truss T e _.. _ _- vp Qty Ply !LOT #2 BEECHWOOD NORTHAMPTON, MA Q1204263 T2ASGE GABLE 11 1 - - - -- _ I Job Reference (optional) 250 s Nov 192010 MiTex Industries, I TrussEngineering Corp., Indian Orchard, MA 01151 y ly, s, Inc. Tue Apr 24 06:59:39 2012 Page 1 4 y y q, p 1P p, zotDIOVoNzNLiRrI ID:dC3 51aJCIHyll hVVU Y znDJk- 910Yt2z0oxOZOF ?wr6h X' ZW -Q -1 -8 7 -0 -11 13 -0-0 18 -11 -5 26 -0-0 0-104 8 7 -0 -11 - 5 -11 -5 5 -11 -5 7 -0 -11 Scale = 1:53.5 5x6 3x4 11 4 • ADDITIONAL 10 PSF ADDED 37 1 T TCDL FOR OPTAO .ij 2 AANELS 36 , 3x4 '� 4x4 -i 35 5 = 38 4x6 1 3 5 34 -o. , 39 • • 1 T7 l, r r� 4 40 6x6 II 33 °T • • 6 3 ST8 4x6 A / 2 c 8T2 / • g 6 T1 fl El 0 B 11 SC _ 'p 1 o-:6? • 5 8 # `? 11 41 42 10 43 44 9 8 45 46 7 4x6 = 4x4 - 4x4 = 4x9 2012# -209# 4x4 = 8 -9 -8 • 17 -2 -8 26 -0 -0 • • 8 -9 -8 8 -5 -1 8 -9-8 • Plate Offsets(X,Y): [2 :0 1,Edge],[4:0- 1- 0,0 -1 -81 _ - LOADING (psf) 38.5 SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP • (Ground Snow =50.0) Plates Increase 1.15 TC 0.87 Vert(LL) -0.30 8 -10 X999 240 MT20 197/144 l • TCDL 20.0 Lumber Increase 1.15 BC 0.91 Vert(TL) - 0.46 8-10 >661 180 I, BCLL 0.0 Rep Stress Inc( YES WB 0.81 Horz(TL) 0.09 7 n/a n/a • BCDL 10.0 _ Code IRC2009/TPI2007 (Matrix) I I Weight 174 lb FT = 10 % • • LUMBER • • TOP CHORD 2 X 4 SPF 1650E 1.5E 5) Thls truss has been designed for greater of min roof the load of 16.0 psf or 1.00 times BOT CHORD 2 X 4 SPF Stud TOP CHORD flat roof load of 38.5 pst on overhangs non - concurrent with other live loads. WEBS 2 X 4 SPF Stud *Except* 233 =- 933/235, 33-34=-727/246, 3-34=-574/261, 3 -35=- 24011305, 6) All plates are 1.504 M720 unless otherwise indicated. Wi W4: 2 X 4 SPF No.2, W1: 2 X 6 SPF 1650F 1.5E, W6: 2 X 8 SYP OSS 35 -36 =- 2224/315, 4-36 =- 2205/328, 4 -37 =- 2206/333, 7) Gable studs spaced at 2 -0 -0 oc. OTHERS 2 X 4 SPF Stud 37-38=-2229/320, 5 -38= 24061310.539 =- 329/171, 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with BRACING 39 -40 =- 500/156, 6- 40 =- 6841155, 2-11=-9051276, 6-7 =- 618/171 p TOP CHORD SOT CHORD any other Inc loads. Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except end verticals. 11.41 =- 151/2087, 41-42=-151/2087, 10 -42 =- 151/2087, 9)* This toss has been designed for a uve load of 20.(lpsf on the bottom chord in all ROT CHORD 1043=-39/1496, 43- 44=- 3911496, 9-44=-39/1496, 8-9=-39/1496, areas where a rectangle 3-6-0 tall by 1 -0 -0 wide will fit between the bottom chord and Rigid ceiling erectly applied or 10-0 -0 oc bracing. 8 -45e-15612090, 45- 46=- 156/2090, 746 =- 156/2090 any other members, with BCDL = 10.Opst. WEBS WEBS 10) All bearings are assumed to be SPF No.2 . 1 Row at midpt 3 -11, 5 -7 4 -8 =- 115 / 1008, 5- 8=- 629/204.4-10=-1121993, 3.10 =- 611/200, 11) Refer to girder(s) for truss to truss connections. 3-11=1785/72, 5 -7 =- 2036/132 12) Provide mechanical connection (by others) of truss to bearing plate capable of REACTIONS (lb/size) withstanding 100 lb uplift at ioint(s) except (jt =1b) 11 =209, 7 =158. 11 = 2012/0-3-8 (min. 0-3 -3) NOTES (15) 13) This truss is designed in accordance with the 2009 international Residential Code 7 = 1878/Mechanical 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat II; Exp B; sections R502.11.1 and 4802.10.2 and referenced standard ANSI/TPI 1. Max Horz enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) -0 -10-8 to 2 -1-8, 14) Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the 11 = 226(LC 7) Interior(1) 2.1 -8 to 10 -0-0, Exterior(2)10 -0 -0 to 13 -0 -0, Interior(1) 16 -0 -0 to 22-8 -6 zone; analysis and design of this truss. Max Uplift cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions 15) All Plates 20 Gauge Unless Noted 11 = - 209(LC 8) shown; Lumber DOL =1.33 plate grip DOL =1.33 LOAD CASE(S) 7 = - 158(LC 9) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to Standard wind (normal to the face), see MiTek "Standard Gable End Dateii FORCES (Ib) - Max. Comp. /Max. Ten. - Al l forces 250 (Ib) or less except when shown. 3) TCLL: ASCE 7 -05; Pg. 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); �'. TOP CHORD Category II; Exp B; Partially Exp.; Ct =1.1 j 2- 33=- 933/235, 33- 34=- 727/246, 3- 34= 574/261, 3- 35=- 2401/305, 4) Unbalanced snow loads have been considered for this design. 'LOT # 2 BEECHWOOD NORTHAMPTON, MA Job � Truss Truss Type Qty Plv - Q1204263 I T2A ' COMMON TRUSS !6 1 t _ ..... .... Job Reference (optional) ' Truss Engineenng Corp., Indian Orchard, MA 01151 7 250 s Nov 19 2010 MiTek Industries, inc. Tue Apr 24 0659:34 2012 Page 1I I D:dC3V51 aJCI HvYjyhW UgYvznDJk- bBvW9 rZFJ7StNsCNFz_mps3YpeKiZ831 ik7AzNIbRdl -q-1 o 7-0 -11 13 -0 -0 18 -11 -5 26 -0 -0 0.10 -8 7 -0 -11 5 -11 -5 5 -11 -5 7 -0 -11 • • i 5x6 = Scale = 1:51.0 4 • ADDITIONAL 10 PSF ADDED 16 TO TCDL FOR OPTI9 t V PANELS 15 / 4x4 % 14 / 17 4x6 3 5 • 13 4 18 4 6x6 12/ K \\;\4\ 3 - \ 4 x6 if \ 6 2 1 '444.. I �' • - ffl M K2. _ : � �. Jo • 1 20 21 10 22 23 9 8 24 25 7 4x6 = 4x4 = 4x4 = 4x9 = • 2012#1 -209# 4x4 = 1 • 8 -9 -8 17 -2 -8 26-0 -0 8 -9 -8 ' 8 -5 -1 8 -9-8 Plate Offsets(X Y) /2:0:4- 1,Edge) TCLL ADING (psf) 38.5 1 SPACING 2-0-0 CSI DEFL in (locl Vdefl lid PLATES GRIP (Ground Snow =50.0) • Plates Increase 1.15 TC 0.87 Vert(LL) -0.30 8 -10 >999 240 MT20 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.91 - Vert(TL) -0.46 8 -10 >661 180 1 BCLL 0.0 * Rep Stress Ina YES WE 0.81 , Horz(TL) 0.09 7 nra n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) ! I Weight: 118 lb FT = 10% _._.. _.. __ __..... I ._...._.. ..... LUMBER • TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 TOP CHORD 5) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with WEBS 2 X 4 SPF Stud *Except* 2-12=-933/235, 1 2 -1 3 -- 7 271246, 3- 13=- 574!261, 3 -14 =- 24011305, any other live bads. 6) This truss has been designed for a live load of 20 -0pst on the bottom chord in all W4. 2 X 4 SPF No.2, W 1: 2 X 6 SPF 1650F 15E, W6: 2 X 8 SYP DSS 14-15=-2224/315, 4-15=-2205/328, 4-16=-2206/333, areas where a rectangle 3-6-0 tall by 1-0-0 wide will Fit between the bottom chord and BRACING 16- 17=- 2229(320, 5.17 = - 2406/310, 5.16 =- 3291171, any other members, with BCDL = 1O.Opst. TOP CHORD 18- 19=- 5001156.6 -19 =- 684(155, 2-11=-905/276, 6.7 =- 618/171 7) All bearings are assumed to be SPF No.2 . Structural wood sheathing directly applied or 2 -2 -0 oc punins, except end verticals. BOT CHORD 8) Refer to girder(s) for truss to truss connections. • BOT CHORD 11 -20=- 15112087, 20-21-.151/2087 10-21=-151/2087, 9) Provide mechanical connection (by others) of truss to bearing plate capable of Rigid ceiling directly applied or 10-0-0 oc bracing. 10 -22=- 3911496, 22- 23=- 39!1496, 9 -23 =- 39/1496, 8 -9 =- 39/1496, withstanding 100 lb uplift at oint(s) except (it =1b) 11 =209, 7 =158. WEBS 8.24 =- 15612090, 24- 25= 15612090. 7 -25= 156.2090 10) Thls truss is designed in accordance with the 2009 International Residential Code 1 Row at midpt 3 -11, 5 -7 WEBS 4-8=-115/1008, 5-8=-629/204, 4-10 =- 1121993, 3- 10=- 611/200, sections R5g2.11 c and R802h fixed d h heels" Member standard A model w . a n) l sis a rigid design of this with fixed heels" Member end fixity model was used in the REACTIONS (Iblsize) 3 -11 =- 1785!72, 5-7= 2036/132 analysis and desgn of this truss. • 11 = 2012/0-3-8 (min. 0 -3 -3) 12)At Plates 20 Gauge Unless Noted • 7 = 1878/Mechanical . NOTES (12) Max Horz 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cal. II; Exp B; LOAD CASE(S) 11 = 226(LC 7) enclosed; MWFRS (low-rise) gable end zone and C -C Extenor(2) - 0 -10 -8 to 2 -1 -8, Standard Max Uplift Intenor(1) 2 -1 -8 to 10 -0 -0, Extenor(2) 10-0-0 to 13 -0-0, Intenor(1) 16-0-0 to 22-8 -6 zone; 11 = - 209(LC 8) cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions 7 = - 158(LC 9) shown; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); FORCES (Ile) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. Category II; Exp B; Partially Exp.; Ct =1.1 TOP CHORD 3) Unbalanced snow loads have been considered for this design. 2-12=-933/235, 12-13=-727/246, 3- 13= 574(261, 3-14=-2401/305, 4) This truss has been designed for greater of min roof five load of 16.0 psf or 1.00 times flat roof bad of 38.5 psf on overhangs non - concurrent with other live bads. • • • slob Truss Truss Type Qtv Ply LOT #2 BEECHWOOD NORTHAMPTON, MA I Q1204263 T2 COMMON TRUSS 9 1 • ; I Job Reference (op)_pnal Truss Engineering Corp., Indian Orchard, MA 07151 W Q .250 s Nov 19 2010 MITek Industries, Inc. Tue Apr 24 06:59:28 2012 Page 1' ID:dC3y51aJCIHvYjyhU YyznDJk- m1bEE6w4zPZ kkwis69ZkVZr77mFw0MGh5GOvWzNbR' -0 7 -0 -11 1 13 -0 -0 18 -11 -5 I 26 -0 -0 -8 0 -10 -8 7 -0-11 5 -11 -5 5 -11 -5 7 -0 -11 0 -10 -8 5x6 = Scale = 1:52.5 ■ . 4 1 7.00 12 16„----------------- \ 17 ADDITIONAL 10 PSF AD T- O TOOL FOR OPTIONAL PV PANELS 15 / \6 4x4 • • 3 \ 5 14 A \ .:;/ 19 • • 4 • 20 6x6 II 13 K 3 \ 6x6 II • 1 6 7 r l / i o i� I J H , .. f M Ff r , ' 1 ` 2 21 22 11 23 24 10 9 25 26 8 4x6 = 4x4= 4x4- 4x6 4x4 = 2015#/ -209# 2015#1 -209# 8 -9 -8 17 -2-8 26-0 -0 8 -9 -8 8 -5 -1 1 8 -9 -8 ; Offsets (X,Y): [2:0- 4- 1,Edge] [6;0-4-10-0-01 , .__...__ ...._ _. _ - .. _. __. _ _ _.. LOADING (psf) 1 SPACING 2 -0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.90 Vert(LL) -029 9 -11 >999 240 MT20 1971144 (Ground Snow =50.0) TCDL 20.0 • Lumber Increase 1.15 BC 0.91 1 Vert(TL) -046 9 -11 >673 180 • Rep Stress Ina: YES WB 0.72 I Horz(TL) 0.09 8 n/a nfa BCDL 10.0 ` Code IRC20097TPI2007 (Matrix) Weight: 118 lb FT = 10% • LUMBER TOP CHORD 2 X4 SPF 1650E 1.5E 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurranl with BOT CHORD 2 X 4 SPF No.2 TOP CHORD 1 WEBS 2 X 4 SPF Stud 'Except* 2- 13- 935/235, 13- 14= -729(247, 3-14=-576/261, 3 -15= 24051303, and other live loads. W4: 2 X 4 SPF No.2, W1: 2 X 6 SPF 1650E 1.5E 15 -16-- 2228/313, 4- 16 =- 2210!326, 4 -17 -- 22101326, 6) This truss has been designed 3-6-0 ta for a U load of 2fit between on the bottom chord in all BRACING 17-18=-2228/313, 5-18=-2405/303, 5-19=-576/261, areas where a rectangle 3-6-0 tall by 1 -0 -0 wide will fit between the bottom chord and TOP CHORD 19- 20=- 729!247, 6-20=-935/235, 2-12=-907/277, 6-8 =- 907/277 any other members, with BCDL = 10.Opst. Structural wood sheathing directly applied, except end verticals. ROT CHORD 7) All beanngs are assumed to be SPF No.2 . ROT CHORD 12- 21= 122/2091, 21- 22 =- 122/2091. 11- 22-- 122/2091, 8) Provide mechamc p connection (by others) of truss to bearing plate capable of • Rigid ceiling directly applied or 10 -0-0 oc trraang. 11-23=-5/1502, 23- 24=- 5!1502, 10 -24 =- 5/1502, 9-10=-5/1502, withstanding 100 lb uplift at ioint(s) except Qt =10) 12 =209, 8 =209. 9) This truss Is designed in accordance with the 2009 International Residential Code WEBS 9.25 =- 117/2091, 25- 26=- 117(2091, 8- 26=- 117!2091 sections R502.11.1 and 14802.10.2 and referenced standard ANSI/TPI 1. 1 Row at midpt 3 -12, 5 -B WEBS 10) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the 4- 9=- 111/1003, 5-9 =- 6221200, 4- 11=- 111/1003, 3 -11 =- 622!200. analysis and design of this truss. REACTIONS (Ib/size) 3-12=- 1787/71, 5-8 =- 1787771 11) At Plates 20 Gauge Unless Noted 12 = 2015!0-3 -8 (min. 0-3-3) 8 = 2015/0 -3-8 (min.0 -3-3) NOTES (11) LOADCASE(S) Max Horz 1) Wind.' ASCE 7 -05; 100mph; TCDL=4.2psf, BCDL= 5.0psf; h -25fk Cat. II; Exp B; Standard • 12 = - 217(LC 6) enclosed; MWFRS (low -rise) gable end zone and C -C Extenor(2) - 0 -10 -8 to 2 -1 -8, Max Uplift Interior(1) 2 -1 -8 to 10 -0 -0, Extenor(2) 10 -0-0 to 13 -0 -0, Interior(1) 16-0-0 to 23 -10 -8 12 = - 209(LC 8) zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for • 8 = - 209(LC 9) reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); FORCES (lb) - Max. Comp./Max_ Ten. - All forces 250 (lb) or less except when shown. Category 11; Exp B; Partially Exp.; Ct =1.1 TOP CHORD 3) Unbalanced snow loads have been considered for this design. 2-13=-935/235, 13.14 = - 729/247, 3 -14 =- 5761261.3 -15 =- 2405!303, 4) This truss has been designed for greater of min roof five load of 16.0 par or 1.00 times flat root load of 385 psf on overhangs non - concurrent with other live loads. 32 -00 -00 T2ASGE , . , 2-00 f 2 -00 0 3 T - • - I- 2 -00 2 O N �� 1. C) rn rn ! o !' IN) N N i O Q O O CO O rt7 ' -0 N PIO 0- - -- ' O O O II i CO N � '.' 11 ! 00 ° o , I • T2G _I - 6 -00 -00 26 -00 -00 - 32 -00 -00 A ,, o O 9 o This non - structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC) No responsibility is taken or m H Z j - i mplied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole The truss installer shall follow all JO • Z� r % ea z SCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied 4 z r O o ' 3 'to trusses until properly and fully installed. including all sheathing, hangers. wall anchors, lateral web bracing {as shown on individual shop drawings), and permanent 1111I at �Nrn m t't bracing (as required by the construction documents) , Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, Z _ f f 'M D o n including but not limited to bearing locations and requirements. ply to ply nailing, lateral web bracing and truss spacing Truss Engineering Corporation strictly adheres to 4 . 3 co P. the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter Z. {available upon request) regardless of any job specific • i � O - m C) m ^ A specifications unless clearly defined otherwise in writing by TEC to.il rn m Z � w This placement plan is Truss Engineering Corporation slNTERRRFTAilON of plans and drawings as supplied to us The building owner /owners agent is solely responsible -.� � m for verifying all dimensions, eomet requirements compliance responsible notifying ` O fy g geometry. loads and load ra uirements for accuracy and full com lance to construction documents and shall be res onsible for notif TEL 4 N i mmediately of any discrepancies The budding owner /owner s agent is responsible for coordinating elf construction details between trades. Truss Engineering • i QC; Corporation isNOT responsible for field verification of dimensions or special conditions, No trusses supplied by Truss Engineering Corporation may be cut drilled or Z altered in any way without first contacting TEC and receiving engineering documents allowing such §m e Roof Framing Plan (, 2 3/16" = (2) 2x10 (2) 2x10 (2) 2x10 header header header I 1, - ' I - , , ,. M..,1! II (2) 2x10 7 header em „ - I II „ . • = ; II - , 2x6 ladder franle ....... at 12'' roof overhang (2) 2x10 header II mi III , - , 2x6 ladder frame at 12 roof overhand — w -- en 1 . 6 ,, (2) 2x10 (2) 210 x III Ihi. header header ,..... pre-enoineered I , . , ye roof trusses ft 24" o.c . I ., . . (2) 2x10 header -, > pre-engineered / . .: ' y . girder roof truss ' (2) 2x10 (2) 2x10 4 header header I pre-endkneered roof trusses ("& 24" o c --- fab- M•lialliiiiiiiiiiiiiiialliiiiiiiiiMatillitiiii.iiiiiill - ' 2x6 ladder frame / at 6''' roof overhang —'` (2) 2,00 header RAKER — NORTHAMPTON rte New House Site , A ' 3 , . 4 5 1 :. cC(Nle earth David Raker Mailing: 37 East Street S. Hadley, MA 01075 Site: Beechwood Lot #2 (New Home Construction with WBI) Village Hill Northamtpon, MA 01060 Array: Main south facing roof. Three rows of SPR -245s that flow around the dormer bumpout. Top row of 12. Middle row with 8 to east and 1 to west of bump out. Lower row of 6 all to the east of the bumpout. F ACORIt m CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD /YYYY( 12/21/2011 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 INSURERIS), 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 CONTACT NAME: Webber & Grinnell Ins. Agency, Inc. (ac °N r u,Exq: 413. 586.0111 FAX , No): 413. 586.6481 8 North King Street E-MAIL Northampton, MA 01060 PRODUCER 00020081 p CUSTOMER ID N: INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: Peerl ess /Peerless 24198 Pioneer Valley Photovoltaics Cooperative, Inc. INSURERB: Excelsior /Peerless 11045 311 Wells Street INSURER C : Suite B INSURERD: Greenfield, MA 01301 INSURERE: INSURER F : COVERAGES CERTIFICATE NUMBER: Exo 2013 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 ADDL SUER POLICY EFF POLICY EXP TYPE OF INSURANCE LTR INSR WVD POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS ' GENERAL LIABILITY CBP8378623 01/01/2012 01/01/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED $ 100 , 000 X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 A 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 JECT LOC — $ AUTOMOBILE LIABILITY BA8372626 01/01/2012 01/01/2013 COMBINED SINGLE LIMIT $ (Ea accident) 1,000,000 ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ B X SCHEDU_ED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) X NON -OWNED AUTOS X UMBRELLA LIAB OCCUR CU8377126 01/01/2012 01/01/2013 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $ 2,000,000 A DEDUCTIBLE $ X RETENTION $ 10,000 $ WORKERS COMPENSATION WC8376525 01/01/2012 01/01/2013 X W R Y LIMIT STATU- S ER 0TH D - ANEMPLOYERS'LIABILITY YIN TO ANY PROPRIETOR /PARTNER /EXECUTIVE E.L. EACH ACCIDENT $ 500, 000 B OFFICER /MEMBER EXCLUDED? N NIA {Mandatory in NH) E . DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E . DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101. Additional Remarks Schedule, if more space is required) Project: 50kW and Less Massachusetts Clean Energy Technology Center, the System Owner, & as applicable the Host Customer as Additional Insured 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 ACCORDANCE WITH THE POLICY PROVISIONS. Massachusetts Clean Energy Technology Center AUTHORIZED REPRESENTATIVE 55 Summer Street, 9th Floor Bos MA 02110 Jenna Rodrigue, CISR /JER O 1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD I ne I., Ulil1liOIIWeallin Ul IVILUSS4 UUSVLIS Department of Industrial Accidents Office of Investigations • • 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): 7( G� I h so � r eku G j,4it NI , - ��> - Address: 311 We/1bl �� -- - 3, Q City /State /Zip: G yi 0 /30 / Phone #: L i) 3 - V- PS ., Are you an employer? Check the appropriate box: Type of project (required): 1. I am an employer with j " . 4. — I am a general contractor and I 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. I _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 10. — Electrical repairs or additions required.] officers have exercised their 3. — I am a homeowner doing all work right of exemption per MGL 11. Plumbing repairs or additions myself. [No workers' comp. C. 152, ' 1(4), and we have no 12. — Roof repairs insurance required.]H employees. [No workers' 13. Cther C 1a in,�, a L h ,, comp. insurance required.) lA ► , , tth t r, C' * Any applicant that checks box 41 must also 511 out the section below showing their workert compensation policy information. x Homeowners who submit this affidavit indicating they are doing all work and then hire outside contactors must submit a new indicating such. 1 Contractors that check this box must attach an additional sheet showing the name of the sub - contractors and their workers' ' I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: iSio✓' / Peta Policy # or Self -ins. Lic. #: WC. ' ? a Expiration Date: 01 / DI / 4) t 3 Job Site Address: 412 U i City /State/Zip: Y''vo }� , 9>< l'] U I it ( h Attach a copy of the workers compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL C. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and /or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for - insurance coverage verification. • I do hereby certify under the pains pejalta� 1Z , erjury that the information provided above is true and correct. • Signature: � Date: /11 / .(A aZ Phone #• 4 Official use only. Do not write in this area, to be completed by city of 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 #: 5 SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: < ' � Not Applicable ❑ Name of License Holder : c kip J - �VYb I 1 ! ipotEl 3 License Number 5 -I .. 6> G e "add. /1I 6 /3z)( Lt /l6 2 l3 Addre Al _ Expiration D to ��1," / 4 - =V, - W 1 //3 - a) - 6961 Sig ature Telephone 9. Registered Home Impr vement ontractor: Not Applicable ❑ Company m Registration Number 51t 1),/iii �, Gfe- t, - � . Q fr v t C.) i3 3 ] W i k)20 a, Address 22 Expiration ate Telephone ill )/ / I — 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 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) Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [[] Siding [O] Other [QZ]] Brief Des r ption of Proposed ( N Work: 14416,6. t . A ,Xjirj NI) AiA fu,. rnP 4'� Alteration of existing bedroom v Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet sa. If New house and or addition to existing housing, 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 I, - 1) vkA Icon- , as Owner of the subject property hereby authorize . 74.7 to act on my behalf, in all m relatip to work authorized by this building permit application. diad-14 Signature of Ow /iNC ( ) Date I. 14 I, w Y1� , as Awaer /Authorized Agent hereb declare that the tatements 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 Signature of Gwnef/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R:. L: _ R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 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 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 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 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. ii , ,. � ° \ .. \ i " ± Departmen # ; use only City of Northampton status of Permit: %a- Z Building Department Curb Cut/Driveway Permit 212 Main Street c ility pcsuaDt ©_ Room 100 Water/W /Sept ell Availability Availab ,� _ ��' ` j • rtham ton, MA 01060 Two Sets of Structural Plans t+o phone 413- 587 -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: q This section to be completed by office - f L # , Map Lot Unit \il 16 4t I i kkv "kir 01 66 Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: gid Ylukte 3 I :-:fiAk sue- - ,,,i 440 MA of 1-�' Name (Print) Current Mailing Address: D ikt 016 p 1 l 3 utZ} - 3 Utz c,Gw�, Telephone Signature 2.2 Authorized Agent: / Name ( ✓ Current Mailing Address: V _ . LtU3 2- g - )gn Signature / Telephone SECTION 3 - ESTIMATED CONSTRUCtION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building �,k G� (a) Building Permit Fee ' � f 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) f 4, III- Check Number / (° 4 CC‘ This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2013 -0060 APPLICANT /CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST - SUITE B GREENFIELD (413) 772 -8788 PROPERTY LOCATION 98 OLANDER DR - LOT #2 - BEECHWOOD VILLAGE MAP 31C PARCEL 038 001 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out �S Fee Paid / oho Typeof Construction: INSTALL SUPPORT MOUNTING SYS 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 LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF RMATION PRESENTED: Ap proved 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 Demolition Delay %J �— 44.—.4 \ 7 l C 9 1 2- 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. 98 OLANDER DR - LOT #2 - BEECHWOOD VILLAGE BP- 2013 -0060 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31C - 038 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-2013-0060 Project # JS -2013- 000090 Est. Cost: $6797.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 102513 Lot Size(sq. ft.): 8110.00 Owner: RAKER DAVID Zoning: PV Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 98 OLANDER DR - LOT #2 - BEECHWOOD VILLAGE Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772 -8788 WC GREENFI ELDMA01301 ISSUED ON: 7/20/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: INSTALL SUPPORT MOUNTING SYS 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 7/20/2012 0:00:00 $55.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner