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31C-037 (3) 92 OLANDER DR - LOT #1 BP -2013 -0076 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31c - 037 CITY OF NORTHAMPTON Lot: - 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-2013-0076 _ , Project # JS- 2013- 000109 Est. Cost: $8402.00 Fee: $55.00 PERMISSION LS HEREBY GRANTED TO: " Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 102513 " Lot Size(sq. ft.): 8412.00 Owner: DYM KENNETH & ANNE BAVER Zoning: PV Applicant: PIONEER VALLEY PHOTOVOLTAICS, AT: 92 OLANDER DR - LOT #1 Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772 -8788 WC GREENFIELDMA01301 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 :2 - / - I._ F lti1 Rough Frame: J c /7"" /7 .- -c..__ . ,/ Gas: Fire Department Fireplace /Chimney: Rough: Oil: Iusulafion: Final: Smoke: Final: /i" // .4 29A----\ pe A 1 i THIS PERMIT MAY BE REVOKE I : Y T . E C TY OF NORTHAMPTON UPON V IOLATION OF ANY OF ITS RULES AND RE . i t ■ ► /T�' � f ' f a�.mr ;f. I 4t uss Certificate of Occu anc � ,� Signature: P Y 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 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT USER REVDATE FNAME 35 9/16 )' 24 37 11/16 24 42 1/2 1 1 I I 1 la LI E l II � it E l c] I El 1 El I El m El 1 , ,,,- 13 I El ....,. a 7 C O N m E E l El O 7 O , i i 1i� C c ci I] El Eli ` El E l I I I I I r`i i ompm{ r 1 o m l I 0 0 = I I N K A W N a 1 I � v F W 1 1an00ad lVNOLLV3D03 US30olnv NO AB D3Dna0aa PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT BM w w w COM. Nebo g U kJ .. 48 48— 48 —24 / 48 - - -- 48— 24 - - ii @ ' , F a — 3811/1 132 - m y o 0 O - - - - - -- 132 -' - -- — --- - - - -38 11/1 Na RKYm/IrN Dots Bauer -Dym Residence GARAGE Standoffs and rails layout Northampton, Massachusetts IMI w�N D: ® ® ® 7 1/2012 2/3 W N 1O000Nd IYNOLLYO1103 MS3OO1OV NY AB Oa0000Dd - PRODUCED RYAN AUTODESK EDUCATIONAL PRODUCT Engineered trusses 24" on center Dw■d N.fn 7_SolarMount STANDARD rail splice bar Array to be installed on : \ SolarMount STANDARD mounting rail the south facing roof of the garage, aer final 170 11/16 _-- approval f pathfnnd .../.**--'------::::-: reading. Stagger the standoffs to evenly venly distribute the the solar array load. Sunpower 327NE -WHT -D 61.39" x 41.18" x 1.81 Trusses 24" on center. Use black Oatey solar —. — — — flashings if dark color ® (!). M T asphalt shingles used. S � ® ® • (r1 2 V lJ o r • _ y M NN Rw1Ym/1..+ D.N —r —J .n* r .... -- -- -- - -- Bauer -Dym Residence GARAGE 0 Solar array layout Northampton, Massachusetts 25' ... /lam L -foot mounted on 3" standoffs. Sunpower 327NE -WHT -D 7/11/2012 1 / 61.39" x 41.18" x 1.81" cc W N 0 1On00ad 1VNOLL0ODU3 NS30Olnv NV AS a mn00Nd Job iTruss Truss Type Dtv Pow LOT 1 BEECHWOOD NORTHAMPTON, MA • Q1204379 T1 GE . GABLE 1 1 ...- _.. . . _ Job Reference (optional) I Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12:15:44 2012 Page "i ID:eWSfuOGJ_y4V UrIttO 0 1 1CtJzIallo- n33M? PJcZDjp12a6400pvIBThUcCMWOwMtw9ROzJunD • ` 8 0 8 11-0-0 11-0-0 0=10 -8 4x4 = Scale t 1;56.2 7 ADDITIONAL 10 PSF ADDED L ' TO TCDL FOR OPTIONAL PV PAqNF,L. - 8 6 ,/ - 26 5 10.00 12 25 l 9 24 27 4� j Y� 0 N i 10 °T4 S \� 3 ST3 S 3 N \ 1 ,,,,//' - Ti a 1 i Si 2 `e, \ I. 1 :71 I 2 2 v ,pj1 i ---- : t a— D 0 3 u G \ 1 1J c �_L a - -�• ��� - �" �����►_ ������� . � ���� e 3x4 = 3x4— 23 22 21 20 19 18 17 16 15 14 3x4 = • 22 -0 -0 22 -0 -0 I Plate Offs (X,Y): 12:0- 2- 1,0 -1-8J, L12:02- 1,0 -1 -81 - - LOADING (psf) ..... _. I SPACING 2-0-0 CSI' DEFL in (loc) Pdefl Lid PLATES GRIP (Ground Snow =50.0) Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 13 n/r 120 MT20 197/144 • TCDL 20,0 Lumber increase 1.15 BC 0.07 Vert(IL) 0.00 12 n/r 90 BCLL 0.0 • Rep Stress !nor YES WB 0.41 • Horz(TL) 0.01 12 n/a n/a • BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 115 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 10)' This truss has been designed fora live load of 20.0pst on the bottom chord in all BOT CHORD 2 X4 SPF No.2 FORCES (5) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. areas where a rectangle 3 -6-0 tall by 1 -0-0 wide will fit between the bottom chord and OTHERS 2 X4 SPF Stud 'Except* WEBS any other members, with BCDL =10.Opsf. ST5: 2 X 4 SPF No.2 6 -20 =- 346/97, 5-21 =- 267/112, 3- 23- 316!150, 8- 18=- 346/97, 11) All bearings are assumed to be SPF No.2 . BRACING 9 -16 =- 267/112, 11.14= 316/150 12) Provide mechanical connector (by others) of truss to bearing plate capable of TOP CHORD withstanding 100 lb uplift at ioint(s) 12, 2, 20, 21, 22, 18, 16, 15 except (pie) 23 =130, Structural wood sheathing directly applied or 6 -0 -0 oc puffins. NOTES (15) 14 =129 BOT CHORD 1) WInd: ASCE 7 -05; 100mph; TCDL =4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp B; 13) This truss designed esg in accordance bret ned ccordance with the 2009 International Residential Code Rigid ceiling directly applied or 10 -0-0 oc bracing. enclosed; MWFRS (low -rise) gable end zone and C -C Corner(3) - 0-10 -8 to 2 -1 -8, sections R502 de and d n ar and referenced standard A ional 11. WEBS Extenor(2) 2 -1-B to 8 -0-0, Corner(3) 8 -0.0 to 11-0-0, Extenor(2) 14-0-0 to 19 -10 -6 zone; 141 pitchbreaks with fixed heels" Member end fixity model was used in the • 1 Row at midpt 7-19 cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions analysis and design of this truss. shown; Lumber DOL =1.33 plate gnp DOL =1.33 15) All Plates 20 Gauge Unless Noted • REACTIONS All bearings 22 -0.0. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to (lb) - Max Horz wind (normal to the face), see MiTek "Standard GaLle End Detail" LOAD CASE(S) 2= 268(LC 7) 3) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow) Pf=36.5 psf (flat root snow); Standard Max Uplift Category II; Exp B; Partially Exp.; Ct =1.1 All uplift 100 lb or less at ioint(s) 12, 2, 20, 21, 22, 18, 4) Unbalanced snow bads have been considered for this design. 16, 15 except 23 =- 130(LC 8), 14 =- 129(LC 9) 5) This truss has been designed for greater of min roof live load of 16.0 pst or 1.00 times Max Gray flat roof load of 38.5 psf on overhangs non - concurrent with other live loads. 1 All reactions 250 lb or less at iofnt(s) except 12= 319(LC 1), 6) As plates are 1.5x4 MT20 unless otherwise indicated. 2 =319(LC 1), 19= 282(LC 1), 20 =463(LC 2), 21=397(LC 2), 7) Gable requires continuous bottom chord bearing. i 22 =273(LC 1), 23 =389(LC 2), 18=463(LC 3), 16= 397(LC 3), 8) Gable studs spaced at 2 -0-0 oc. 15= 273(LC 1), 14= 389(LC 3) 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 Job Truss Truss Type - - -- IOty IPly LOT 1 BEECHWOOD NORTHAMPTON, MA Q1204379 T1 COMMON TRUSS i 12 1 _. ! _ Job Reference (optional) Truss Engineering Corp ., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Fri May 04 12.15:57 2012 Page 1 pp ID: eWSfuOGJ_ y4VUrIftOICtJzlallo- uZLGkrTmVDMzo24WLd7tx2EVtjvrvPirlOa20fJun0 0= 10 5 -5 -7 5-6-9 5 6 9 2 5 -5- 7 0 -10 -8 4x6 i I Scale = 1:55.4 4 ADDITIONAL 10 PSF ADDED �' TO TCDL FOR OPTIONAL PV PANEL, ' / 10.0017Y 1213/% / 15 1.5x4. \•, ; � 11 ,7 / 161.5x4 1 / • • • v: */ 2 . / 1 5 / / \\ / 10 / 17 1 2 / 6 1 K] -12 I. —_ �\ to • ° 6 18 19 9 20 21 8 22 23 4x6 — • • 4x4 - - 6x6 = 1720 #! - 189# 1720!! -189# 8 -0 -0 '_ -___ 14 -0 -0 22 -0-0 8 -0 -0 6 -0-0 8 -0 -0 Plate Offsets (X,Y): 12:0 -0 -3, Edge], [6:0.0- 3,Edge], [8:0- 3-0,Edge1 - - ........... LOADING (psf) SPACING 2-0-0 CSI DEFL in I/defl Lid PLATES GRIP • TCLL 38.5 ( loC ) (Ground Snowc50.0) Increase 1 .15 T 1.6 Plates I Vert(LL) -0.10 6-8 >999 240 MT20 197/144 TCDL 20.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.29 6-8 >888 180 • BOLL 0.0 • 1 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 6 We nia Code Matrix BCDL 10.0 Cd IRC2009/TPI2007 (Matrix) - Weight: 94 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 5) This truss has been designed for a 10.0 psf bottom chord Itve load nonconcurrent with BOT CHORD 2 X 4 SPF No.2 TOP CHORD 9 p WEBS 2 X 4 SPF No.2 "Except" 2- 10=- 2083/198, 3- 10=- 19191216, 3-11 =- 1777/255, any other live bads. WI: 2 X 4 SPF Stud 11 -12 =- 1730/263, 12-13 =- 1580/266, 4 -13 =- 1545/282, 6} • This truss has been designed for a rive load of 20.Opsf on the bottom chord in all BRACING 4 - 15451282, 1 4 -1 5 =- 1 58 01266, 15- 16 =- 1730!263, areas where a rectangle 3 -6-0 fa! by 1 -0-0 wide will ft between the bottom chord and TOP CHORD 5- 16=- 1777/255, 3- 17 =- 1919/216, 6 -17 =- 2083/198 any other members, BCOL =l. 7} All bearings are assusu SPF N med to be SPF No.2 . Structural wood sheathing directly applied. BOT CHORD 8) Provide mechanical connection (by others) of truss to bearing plate capable of BOT CHORD 2- 18=- 138/1438. 18 -19=- 138/1438, 9 -19 =- 138/1438, withstanding 160 lb uplift at ioint(s) except (jt -1b) 6= 189, 2 =189. Rigid ceiling directly applied or 10 - oc bracing. 9 -20 =- 271962, 20- 21=27/962, 8- 21- 27/962, 8- 22= -43/1438, 9) This truss is designed in accordance with the 2009 International Residential Code 22 -23=4311438, 8- 23=- 4311438 sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. • REACTIONS (lb/size) WEBS 10 'Semi -i kl itchbreaks with fixed heels' Member end fixity model was used :n the 6 = 1720/0 - (min. 0 - - 11) 4-8 =- 128/785, 5- 8=- 568/213, 4- 9 =- 1281785, 3- 9=568 /213 analysis and d egn o(this truss. 2 1720/0-5-8 !ruin. 0 -2 -11) 11) All Plates 20 Gauge Unless Noted • Max Horz NOTES (11) 2 = 268(LC 7) 1) Wind: ASCE 7 100mph; TCDL= 4.2psf; BCDL= 5.0pst; h =25ft; Cat. II; Exp 8; LOAD CASE (S) Max Uplift enclosed; MWFRS (low - rise) gable end zone and C - Exterior(2) - 0 - 10 - to 2 - 1 - 8, (S} 6 = - 189(LC 9) Interior(1) 2-1-8 to 8 -0 -0, Exterior(2) 8 -0 -0 to 11 -0-0, Interior(1) 14 -0-0 to 19 -10 -8 zone; Standard 2 = - 189(LC 8) cantilever left and right exposed ;C - for members and forces & MWFRS for reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 2) TCLL: ASCE 7 -05; Pg= 50.0 pal (ground snow); Pf =38.5 psf (flat roof snowy TOP CHORD Category II; Exp B; Partially Exp.; Ct =1.1 2- 10=- 2083/198, 3- 10=- 1919/216, 3-11 =- 1777/255, 3) Unbalanced snow loads have been considered for this design. 11 -12 =- 1730/263, 12- 13=- 1580+266, 4 -13 =- 1545/282, 4) This tress has been designed for greater of min roof live load of 16.0 psf or 1.00 times 4- 14=- 1545/282, 14- 15=- 1580/266, 15 -16 =- 1730/263, Sal roof load of 38.5 pst on overhangs non-concurrent with other live loads. 38 -00 -00 16 -00 -00 22 -00 -00 T1 1.i 2-0-00 2- ®0, -00 2 -Q0 -00 • 0 N) o N co , . D -m 0 '0 N • 0 - Z 0 r•-' -I (-- O � cn x m' 0 11 -07 -08 _... ._._ o o ca t 1� o 0 (� I I 0 Q) N I I r i 0 N t 0 11 o O 0 Ji O , r im - -': p I O O F9 l i a . N r! i r O O I . O • 0 t 0 0 t, O 0 :, �� 0 �, 0 O I t t ! p^ < II ,0 1 0mm 'I ``- j 6 -00 -00 N -1-< ill I Ir ■ 1 p C7 11 I O ZO 2 -00-0.0 0 Z r" FT3 ii 2-00- .0 zz w 2 00-00 _ . . m co 0 • ° 2 -00 -00 O �' 1 FG�! a F12A o -n 2- 00• -00 4 01 -00 N 1-10-04 N 6 -00 -00 26 -00 -00 0 0 0 • ���_ & & Tins non structs al p acement plan s o owded fin d tifying the ,ocabon of t uses as su p! d by i ruas E g nee ig Co oo at o n (TEC) No espons cl try is tale n or e z ? m Z mplied by TEC `o the strectura integrity of the t ucture below tiro trusses or the affects of TEC 's product on the structure as a whole The t. - use, tal r shell follow all OZ m m Z 3 Bc5I recomme.,ca[ ens, construction document spec. �catlone as wee as any site spe.Gfic requ to ensure safe and props instailaron. No.oad rig chub be apol:ed ; M /ti_ Z p. -, ,T m to trusses t ntd p ed by the c fu11y ' 1 d :nti ( ag oll sheathing, hangers al ors, lateral web bacng (as shown on individual shop dray/Ines), and permanent A P m - b rac'g(a egcired by the onst act o. docu ts). I nsta',Iatron contractor sha'. refer to the individual truss shop drawings for al structural reoue ents of trusses, �: 2 • Z '` Z > Inducin but .or I .m ted to bear ng. cat is and requrements, ply to ply na : g late -a; web bracing, and truss spacing. Truss Engineer ng Co: eorato strict'y adhe(es to 4 • m m w m D the Standa e Rosp t, es In t e Design of Metal Pat Connected Wood Tresses' as defined by TPI Chapter 2 (available aeon request) -ego rdless of any Job specific v � O � D Z m . n. specfcatio uess clearly de' nee othc sc Y g by TEC �� , � LSJ c " 7 , Z . 7 " to Tns place meet n s Truss E.ig ee. gCor INT rRPRETA ION O p. s and d.a g as s upple to us. heb - Id ow,re: /o /owner sx en[ is soel O g g y - espons�b�e 110 1' � �` L © 3 m 'b vent ail a men50 s g -d t y d and !pad e q rernents to, auc acy and fug c0 plance to co - net tone meats and she I be respors.o e en notify: ng TEC 4 • D m Z in ed' tely of any E anc es The bu long p ne /o nc ' gents respo stile fa codre nat ng ail onstruct on details between trades Truss E g e g ? Z Corporation sN0 espo sable o elfive If cation of dmens o o: specie: co nutons No trusses suppl led by Truss Engmcenng Corporation may be cut drll led o' ,Z SID = a te in any way v.rthot t f'. st contact ng TEC and : •ecev,nge gi teerng deol meats allow/ •g such D ffli nt CONTRACTOR QUOTE PRINTED ON 05/04/12 PAGE 2 QUOTE # Q1204379 DATE QUOTED:05 /04/12 181 GOODWIN ST VALID UNTIL: 06/01/12 ENGIN EERING � o BOX 51027 CORPO TION Job: ANNE BAUER & KENNETH DYM INDIAN ORCHARD, MA 01151 ARTISAN COTTAGENILLAGE HILL MANUFACTURERS OF ROOF & FLOOR TRUSSES LOT #1 BEECHWOOD PARKSIDE Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn: ANDY CLOGSTON Phone: (413) 247 -8300 SPECIAL INSTRUCTIONS: *WILL NEED TO VERIFY 1ST FLR TOP CHORD BEARING CONDITION PRIOR TO ORDER. *ADDITIONAL 10 PSF DEAD LOAD ADDED TO TOP CHORD FOR OPTIONAL SOLAR PANELS. *2ND FLR.. TRUSSES ARE ONLY DESIGNED TO HANDLE ROOF LOAD AT THE BEDROOM 3 DORMER, ALL OTHER TRUSSES ARE STANDARD LOADING ONLY. LOADING TCLL- TCDL•BCLL -BCDL STRESS MCR FLOOR TRUSS SPACING:24 0 IN 0 C TYP LAYOUTBRT 05/04/12 FLOOR TRUSSES INFORMATION 40.0,10.0,0.0,10.0 1.00 FLOOR QTY TRUSS ID l DEPTH I BASE 0/A END TYPE CANTILEVER STUB I UNIT PROFILE PLY SPAN SPAN LEFT RIGHT LEFT I RIGHT LEFT I RIGHT WEIGHT 4 F9A 01 -00 -00 31 -08-08 31 -08-08 E 3 I 139 T — _ r J 1 FG1 01 -00 -00 114 -01.00 14 -01.00 3 r ] 53 ITEMS QTY I ITEM CATEGORY I LENGTH INOTES I FT -IN -16 5 ITT411.8 __ -- - L- - HGR — _ --- _ -- 00 - 00 Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by Tel Chapter 2 (available upon request) regardless of any job specific S U B -TOTAL specifications unless clearly defined otherwise in writing by TEC This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us No responsibility is taken or implied 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 building ownerlowner's agent is solely responsible for verifying all WIDE LOAD AD / dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall I/Il G L A be responsible for notifying TEC immediately of any discrepancies, Truss Engineering Corporation is NOT responsible for ESCORT FEE field verification of dimensions or special conditions The building ownerlowners agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing g, g s, rig (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss - - - - ----------------------------------------- shop drawings for all structural requirements of trusses including but not limited to hearing locations and requirements ply to ply nailing lateral web bracing. and truss spacing No trusses supplied by Truss Engineering Corporation maybe cut drilled or altered In any way without first contacting TEC and receiving engineering documents allowing such. * ** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER * ** Approved By: Approval Date_ PO #: Requested Delivery Date: CONTRACTOR QUOTE PRINTED ON: 05/04112 PAGE 1 QUOTE # Q1204379 .1>'_, DATE QUOTED:05 /04/12 E N J &I 181 GOODWIN ST VALID UNTIL: 06/01/12 RP TION PO BOX 51 027 INDIAN ORCHARD, MA 01151 Job: ANNE BAUER & KENNETH DYM ARTISAN COTTAGENILLAGE HILL MANUFACTURERS OF ROOF & FLOOR TRUSSES LOT #1 BEECHWOOD PARKSIDE Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:r,k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn:ANDY CLOGSTON Phone: (413) 247 -8300 • SPECIAL INSTRUCTIONS: *WILL NEED TO VERIFY 1ST FLR. TOP CHORD BEARING CONDITION PRIOR TO ORDER. *ADDITIONAL 10 PSF DEAD LOAD ADDED TO TOP CHORD FOR OPTIONAL SOLAR PANELS. *2ND FLR. TRUSSES ARE ONLY DESIGNED TO HANDLE ROOF LOAD AT THE BEDROOM 3 DORMER. ALL OTHER TRUSSES ARE STANDARD LOADING ONLY. ROOF TRUSSES LOADING TCLL- TCDL- ecu -BCDL STRESS [NCR ( ) ROOF TRUSS SPACING:24.0 IN 0 C TYP LAYOUTBRT 05104/12 INFORMATION 5(7.0,10.0,0.0,10.0 1.15 PROFILE I QTYI PITCH 1 TYPE BASE 0/A I LUMBER OVRHG / CANT I ' SHIPPING I UNIT PLY TOP I GOT T RUSS ID SPAN SPAN TOP 60T LEFT I RIGHT HEIGHT COMMON 00- 1 -0 00 -10 -08 ZALN. 12 10 00 0.00 T1 22 -00 -00 22 -00 -00 2 X 4 2 X 4 10 -03 -05 93 1 10.00 D.00 GABLE GE 22 -00 -00 j 22-00-00 2 X 4 2 X 4 00-10-08 00 -10 -08 10 -03 -05 115 1 LOADING TOLL -TM- SOU -Bea STRESS INCR F LOOR TRUSS SPACING: 2 4 0 IN O C TYP LAYOUTBRT 05104/12 FLOOR TRUSSES -------- - - - - -_ _.. ( ) INF ORMATION go.Q10.0,0. 1.00 FLOOR QTY TRUSS ID I DEPTH I BASE 0/A I END TYPE CANTILEVER STUB I I I UNIT PROFILE PLY SPAN SPAN LEFT I RIGHT LEFT RIGHT LEFT RIGHT WEIGHT 31 F1 01 -00 -00 1 33 -09 -00 33 -09 -00 I I j 134 8 T —. 142 Fla 01-00-00 32-00-00 32 -00 -00 I ff 3 j F11 01 -00 -00 26 -00 -00 I 26 -00 -00 i 95 2 , F12 01 -00-00 ; 13-08-081 13 -08 -08 I 52 1 4 5 - I - f T r F13 01-00-00 , P S 1 F12A 01 -00 -00 12-02-08 12 -02 -08 ! 06 00 - 0 06 -00 -00 I 23 : f i 0-0 i WrIZ+,VI•.._ ii i F2 01-00-00 31-09-001 31 -09 -00 116 •w -:.w+ 8 F3 01 -00 -00 31 -09 -00 31 -09 -00 /j am I 121 1 F4 01 -00 -00 25- 09 -00 25 -09 -00 I , r 94 3 r ) 1 F5 01 -00 -00 13 -10 -08' 13 -10 -08 l 51 1 I F6 01 -00-00 11-10-081 11 -10 -08 C l 43 I F7 01 -00 -00 12- 01 -02 12 -01 -02 i r r 44 1 — F8 01-00-00 17 -09 -001 17 -09 -00 j 64 2 , . �. F9 01 -00 -00 32 00 -001 32 -00 -00 I 3 141 ROOF - MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name Bauer -Dym Residence (GARAGE) Address Northampton, Massachusetts The flushed to the roof solar array being installed consist of one array of 12 photovoltaic modules at a 10:12 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 engineered trusses via a 3 -1/8" x 5/16" GRK structrural screw. All engineer trusses were designed for solar added dead load, 24 -inch on center. ROOF STRUCTURE CO MENTS engineered trusses 1.Roofing Material: Height 4 inches asphalt shingles Width 2 inches 2.Roof pitch: 40 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) I 12 I 41 492 SPR- 327NE -WHT -D Subtotal 492 Mounting System Units Unit Wt. Total Wt. SolarMoistandard 1026 0.064 65.7 Lbs /inch M215 Enphase 0 3.50 0.0 Lbs /inch L feet 27 0.25 6.8 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) 27 1.13 30.5 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 6 0.50 3.0 Module and rail grounding 1 1.75 1.8 Module universal end clips 0 0.25 0.0 Module mounting clips 30 0.16 4.9 Subtotal 112.5 Total solar module array weight 604.5 lbs POINT LOAD 'CALCULATION Number of support stand -off 27 Total solar module array weight 604.5 Point load ( 22.4 lbs DISTRIBUTED OAO CALCULATION Photovoltaic module array area Array 1 Array 2 Array 3 Module width (horizontal) 41.18 inches 41.18 inches 0 inches Module length (vertical) 61.39 inches 61.39 inches 0 inches Intermodule spacing 1 inches 0 inches 0 inches Number of module columns 4 _ 0 _ 0 Number of module rows 3 0 0 Array area 217 square feet 0 square feet 0 square feet Total array area 217 square feet Distributed load 2.8 lbs / sf I PRODUCED BY AN AUTODESN EDUCATIONAL PRODUCT USER REVDATE FNAME 35 9/16 24 37 11/16 24 42 1/2 la el El El E E I I I I I I I E l Ell l I] E l E l a il ail El s o a [I] El El y a I E t` l l I I I I I I I I I f o O m { € a ° A 3 1 N I O O Q J � jd N � A C d J ■ CO N F LODOONd IVNOIIVODO3 NS3001DY NV AS 0930000d PRODUCED AY AN AUTOOESN EDUCATIONAL PRODUCT C N m A /Z ZL OZlIhL J , fil sllasnyoesseiN 'uoTdweLjpoN m InoAei speJ pue sgopuels 1 2131,42100 NI eouapisaa w,(0 -Janes ........... ® ® 6 ® 6 • .PO AA4AARRRf .N 0 Z£ / 9 i' L l 8£— , cA ® ® 6 ® 1 ® iiii .® ® ' - - -- 817 / 8j7 8V Z£ 8.17 Z£ / Z£ *WTI PA., ` SOn00Rd IYNOLLYOnae )ISUUONY NY AN UROnaoed PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT • Rpmal Neal Array to be installed on the south facing roof of the garage, after final location 2" x 12" roof rafters, 16" on center SolarMount STANDARD mounting rail approval from pathfinder - -- 167 11/16 - - 16 t L Stagger the standoffs to even distribute the solar l array load. �� S unpower ly 327NE -WHT -D --- 61.39" x 41.18" x 1.81 SolarMount STANDARD rail splice bar 2" x 12" roof rafters 16" on center. Use black Oatey solar flashings if dark color (� asphalt shingles used. 1L/I CJ T 1 _J o o o E----[iii----.—.1i1--. . a 0 o io ° o c x- CO s F u 1 ins Li NA I Deb I • r1 c 'j — v— �-__— v • _ Bauer -Dym Residence DORMER - — _ - s _ Solar array layout 'T Northampton, Massachusetts Sunpower 327NE -WHT -D 61.39 "x41.18 "x1.81" 7/11/2012 1 3 L -foot mounted on 3" standoffs. `.. cc W N n 1350ond 1YNOLLVO1103 N53001fY NO AB 03011002Id ROOF - MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name Bauer -Dym Residence (DORMER) Address Northampton, Massachusetts The flushed to the roof solar array being installed consist of one array of 12 photovoltaic modules at a 4.5:12 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 2" x 12" roof rafters, 16 -inch on center via a 3 -1/8" x 5/16" GRK structrural screw,. ROOF STRUCTURE COMMENTS engineered trusses 1.Roofing Material: Height 12 inches asphalt shingles Width 2 inches 2.Roof pitch: 20 degrees Rafter spacing 16 inches on center SOLAR AR M lLE ARRAY WEIGHT CALCULATION 3. Horizontal Span:13' 5 Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) I 12 I 41 492 SPR- 327NE -WHT -D Subtotal 492 Mounting System Units Unit Wt. Total Wt. SolarMot. standard 1026 0.064 65.7 Lbs /inch M215 Enphase 0 3.50 0.0 Lbs /inch L feet 27 0.25 6.8 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) 27 1.13 30.5 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 6 0.50 3.0 • Module and rail grounding 1 1.75 1.8 Module universal end clips 0 0.25 0.0 Module mounting clips 30 0.16 4.9 Subtotal 112.5 Total solar module array weight 604.5 lbs POINT LOAD CALCULATION Number of support stand -off 27 Total solar module array weight 604.5 Point load I 22.4 lbs DISTRIBUTED LOAD CALCULATION Photovoltaic module array area Array 1 Array 2 Array 3 Module width (horizontal) 41.18 inches 41.18 inches 0 inches Module length (vertical) 61.39 inches 61.39 inches 0 inches Intermodule spacing 1 inches 0 inches 0 inches Number of module columns 4 0 _ 0 _ Number of module rows 3 0 0 Array area 217 square feet 0 square feet 0 square feet Total array area 217 square feet Distributed load 2.8 lbs / sf 3 :tof. 4acier trne .17 ,...-,,, , x 1 7 CTS addef. ta. at r a veMang / LF)card-n-lota L'41 L •eta w. Inc( .-ave-tovj I i I 1 - Cr ZTE <,sr4:L a€: roc 240 w("P41' r t . . ,...... ..., .,- I - R - — a r2, €.....■ ■■■••€€,. € rod' rarte g '6' c.z. ,. - . H - ir:3 .1,00 t VA' IN DS. iN1•3 • , iseader ,,, A I I . L ,..,' f-i . 14 , i , . •..7., . , ' ' . . . „. '',. •101.1..1 ..:.'; ” " .., , i , € 0 ' ,',. 0 , , ,' - Zcg 10:4 frame , at roof v.ettarl€2 , , P - I , . . . .... , I „ _ ... I at stlighlt t./Tc'ai .....„. . .11€E€ „actilt0t30€0,e' ,• .— .S< & 2,1 rOper. Ward at ra€zr cver ‘ti. i f: I P 26 ,azider tm-e I 4' ,. : ., '''-', .. 1 at roe com I . • .•:', :::- ' . tiPta ., : 0 _ - - 2iZtl3bewn I , ... , , . I '%:' 4 111111 11 - 1 / 2ri €aticiartzer i i t at F eVe*aftl / 2€ 2t1Dtatar€ typtar€ Roof Framing Plan k 1 , .„) 3f1e -= 1'-0 1 4 4-----•\ ,_ .....,, ,,_ ,.... a :=VII I o o r _,....... , , � ., ,,.. M1S - 11 I �= - - � � lil I l4114ill I.1 1UC14. II 1. -� k 5 y 3 t � —III .1�r Lt� N�L S I I /k � �. � � . i kd =III 1 f G "l f l i t N l l l A I 1 ti 1 i 14 _ �e £ �� 5 •.. c - 11 =11 ) f .., I y ,,, ,, +C{ a E a f s YU f'7^i _ - — III I ' M i% -. ? fi t .. . -. N�a , 1 J �� :a �� 1 �I I 1 vi ,,' \o- . ? � 'v + ; 5v ti �5 I a� ' III 1 � � : > " }'t ■t a ' yr s `x _.. , -" -" J W i i Al i I113 it 11 ii it - III 4 ! a +, 1/ ' . ! %.;.1 4 w r 5 ' EE �SS 3 7 i ' . a - 1 Y Y� S'f 5f�`k p - Iili 3 • ; °' 1 '` . ; 1 :11 111 1 ' _ I to y 11 I I I I I' +� rl a Y,�< & . III I I I IIIIIIIIIIIIII� ` l 11' � 1 11 r ' ti 1 h` %�A & 11 111 1 I l �;. i q 11=111. y . ...lo i l jji 31 ; .r : i r � 1 n r 1 Iu I I 1 �� �` 1 .' .Ksi :II I . z ' — :III —III 1 •llIII111 � . a I I IIijU!IIIIIIIi — ' =111 " I � flllll�lFl, i h 1' 11 =111 I ' `� ' t. . l '„ -1 111 1 _ 111111 � , l i ' T r w 1 � , 't • 11 Ai. iliml =iii ��I� l 4 BAUER DYM — NORTHAMPTON E 4 New House Site ea • 1 {. 0 r, t. rt - C'ulc ea rttl Anne Bauer and Kenneth Dym (Ken) Mailing: 61 Lois Lane Leyden, MA 01301 Please confirm current mailing address - temporary home during construction Site: Beechwood Lot #1 (New Home Construction with WBI) in Village Hill Olander Drive Northamtpon, MA 01060 Array: 2 sub - arrays each with three rows of four SPR -327 in portrait. 20 degree dormer slope on main house center array on roof in all directions. 40 degree slope on garage roof. Array just fits top to bottom and shift all the way west to avoid AM shade from main house. ACORQ CERTIFICATE OF LIABILITY INSURANCE DATE(MM /DDIYYYY) 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 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 CONTACT NAME: Webber & Grinnell Ins. Agency, Inc. PHONE 413.586. 413.586 FAlc,NO). 413.586.6481 8 North King Street ADDRESS: Northampton, MA 01060 CUSTOMER IDN: 00020081 INSURER(S) AFFORDING COVERAGE NAIC S INSURED INSURER A: Peerless /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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IANSR SUBR POLICY NUMBER (MMIDDm^!Y) (MMIDDIYYYY) LIMITS GENERAL LIABILITY CB P8378623 01101/2012 01/01/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ 100, 000 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 SCHEDULED AUTOS PROPERTY DAMAGE (Per accident) X HIRED AUTOS _ 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 I DEDUCTIBLE $ X RETENTION $ 10, 000 $ WORKERS COMPENSATION WC837652501/01/2012 01/01/2013 X TORYLIMITS W AND EMPLOYERS' LIABILITY Y I N B PROPRIETOR/PARTNER/EXECUTIVE N NIA E. L. EACH ACCIDENT $ 500,000 OFFICER/MEMBER (Mandatory in NH) E L. DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500,0130 DESCRIPTION OF OPERATIONS !LOCATIONS ( 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 Summer Street, 9th Floor Bos MA 02110 Jenna Rodrique, CISR /JER @1988 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD i ire IL,ulumuuweauu uI lviassacuuseu s • 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 r Please Print Legibly Name ( Business /Organ ization /Individual): (U .Qa v \ G. d �� Catic.t r V`2 . .yt . - Address: 311 V�e.'i S tv t City /State /Zip: G rut& Mk 0/3o I Phone #: ' f� 3 - 331 - M-gic Are you an employer? Check the appropriate box: Type of project (required): 1. )Q I am an employer with + 1 4. — I am a general contractor and I 6. — New Construction Employees (full and/or part- time)* have hired the sub - contractors 2. — I am a sole proprietor or partner- listed on the attached sheet. 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 p insurance required.]H employees. [No workers' 1 . �Q Other t -I 0., a comp. insurance required.] f �,Qp t � lA'1 ►u.% * Any applicant that checks box #1 must also fill out the section below showing their workers compensation policy information. x Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new aia. uuiir•ating such. I 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: ccI moo✓• / [kg Policy # or Self -ins. Lic. #: WC" g 2 ), Expiration Date: 01 / D l / �O 13 Job Site Address: ,*h4 [ J h L :. • #� i � r� �t ,,•II City/State,/Zip: �!� r � b 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 . ' dpe ' erjury that the information provided above is true and correct. Signature: Date: T / t i / 2te Phone #: `rf ? R92 - . 44. 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 Office f Oorfumei egrldnes`'�gia io License or registration valid for individul use only • * = - HOME IMPROVEMENT CONTRACTOR _ before the expiration date. If found return to: ° -= T e Office of Consumer Affairs and Business Regulation 1 = Registration: 7 Type ., _ Expiration: 016,013 Private Corporation t. 10 Park Plaza - Suite 5170 �= Boston, MA 02116 P • ' ER VALLEY, e1_a tRS COOP PHILIPPE RIGOL' s - I 311 WELLS ST SU t-21 = , GREENFIELD, MA 01301 f`K Undersecretary Not valid without signature ' M- Massachusetts - Dep Massachusetts - Department of Public Sufet% Board of Building Regulations and Standards Construction Supervisor License Failure to possess a current edition of the License: CS 102513 Massachusetts State Building Code is cause for revocation of this license. JONATHAN PARROTT :411g1 W.Mass.Gov/DPS 5 BARBER AVE Refer to: WW GREENFIELD, MA 01301 a- �" " --- Expiration: 4/16/2013 ( „ mmI.%iune1. Tr#: 12262 SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : e � r z .M-` (3 2S ( 3 License Number G re-t A /VI /✓13� i Lf/l ( 2 43 Address Expiration Dat v 6 Sign ure Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ (1 4 7 V42A7 Vat krt, - Itt Company Name l Registration Number 3� a l e , f . JJJ V -e-ek, act ma� 3/ I r, / 20/3 Address , • Expiration Date Telephone 1(7� 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 [CI] Decks [p Siding [O] Other [0 Brief Descri ti n of P r posed _ C Work: jrt + a rn_ �jN1sTALA Gi, j n, fi Y�•ch+„e� y v 9 tf� }fin i Y�1 (!w f il l nw� A4,1 (,t ; {'Y/11v�L D ' , 4� Z. Alteration of existing edroom 6 Ye s I N o Ad�in new bedroom ` Yes No Attached Narrative Renovating unfinished basement Yes . y? No Plans Attached Roll - Sheet 6a. 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 , l C & - k k io iL - ,., h. _ , as Owner of the subject property / hereby authorize - 441:-L � TkX t- to act on my behalf, in all ma�fers relat work authorized by this building permit application. T kti 4 v''{ (A) Signature of Owner ` Date I I, "` 4 1"- 1,. 1,G '(, to , aster /Authorized Agent hereby de that the stat ents 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 l' 4 j/ Signature of 8vrner /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? NC DONT KNOW RP YES 0 IF YES, date issued: YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW (113 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 0 Obtained , Date Issued: C. Do any signs exist on the property? 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 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. it ("1 ) • TERMINATION The Customer reserves the right to cancel this contract if the rebate application request is denied. If (PV) receives a written contract termination request from the Customer due to incentive denial, (PV) will return in -full within 60 days of receiving a written termination notice the value of advanced 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, P' • - - r w V. ey P otoVoltaics Cooperative / Jonathan 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 1 am returning this Agreement within 21 days of the Proposal date. V en itle*1 l -r 9 toe. 7/y Printed Name Date /i/ // Z Signature Title A( Proposal and Agreement Page 7 of 7 Anne Bauer and Kenneth Dym, June 7, 2012 Department use only City of Northampton Building Department i Curb CutlD?iveway Permit 212 Main Street litep lcAva Room 100 } JUL I ell Avai ability Northampton, MA 01063 {_ Two Sets ai Structural Plans phone 413 - 587 -1240 Fax 413 -587 - FBU T »� +� ns Other peci • APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATIO /f ,, �I /]r/ -- This section to be completed by office 1.1 Property Address: `�✓��/fE � / L -t Map 3 / &/ Lot 3 7 Unit VC 61 -Ij,L II r<frt, ALA- 0/ Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: n AhAi. -- bett eA. 3c ,zip k yiku C 1 ()i s ` - L � : �� � / 3 i Name (Print) Current Mailing Address: (A Telephone Signature 2.2 Authorized Agent: Name (Prim) Current Mailing Address: e i Imo 1 413 4 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCT N COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (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 = (1 + 2 + 3 + 4 + 5) j X04, Check Number / 4 S This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2013 -0076 APPLICANT /CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS /PHONE 311 WELLS ST - SUITE B GREENFIELD (413) 772 -8788 PROPERTY LOCATION 92 OLANDER DR - LOT #1 MAP 31c PARCEL 037 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ? C� Fee Paid /02(3 / 056' Tvpeof 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 FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 Demolition Delay Signature o Building Officia Date fiqi2._ 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. 92 OLANDER DR - LOT #1 BP- 2013 -0076 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31c - 037 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Pewit # BP- 2013 -0076 Project # JS- 2013- 000109 Est. Cost: $8402.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 102513 Lot Size(sq. ft.): 8412.00 Owner: DYM KENNETH & ANNE BAVER Zoning: PV Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 92 OLANDER DR - LOT #1 Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772 -8788 WC GREENFIELDMA01301 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