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31A-192 (6) BP-2020-0057 75 WASHINGTON AVE COMMONWEALTH OF MASSACHUSETTS GIS#: CITY OF NORTHAMPTON Map:Block: 3 I A- 192 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Lot: Bio00 Permit Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:GARAGE BUILDING PERMIT Permit# BP-2020-0057 Project# JS-2019-001553 Est.Cost: $80000.00 PERMISSION IS HEREBY GRANTED TO: Fee:Cost: $0 License: Const.Class: Contractor: Use Group: KEITER BUILDERS 102457 Lot Size(sq. ft.): 11325.60 Owner: PITONIAK MATTHEW M& BARBARA A Zoninjz: URB(100)/ Applicant: KEITER BUILDERS AT. 75 WASHINGTON AVE Applicant Address: Phone: Insurance: 35 MAIN ST (413) 586-8600 O WC FLORENCEMA01062 ISSUED ON.7/25/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.REMOVE EXISITNG GARAGE AND BUILD NEW POST THIS CARD SO IT IS VISIBLE FROM THE STREET inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector (-h 10 - Underground: Service: R4"^ Meter: Footings:V//'',/' `� 'A P+CTvletS Rough: Rough: I I , '- /9 House# Foundation:O Y—VIA ftru Ce, P.?V, Driveway Final: Final: Final: / .-b k2?b'N Rough Frame: d /►-ZS "/9�� Cas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation:`JP441 F6*q 'N F'00X` 12APae> d.K. N.r- q A(09 Final: Smoke: Final: U.K -)�- a,`� 69 THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND IONS. Certificate of Occu anc si nature: FeeType• Date Paid: Amount: Building 7/25/2019 0:00:00 $504.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner 19122 Pitoniak 11-25-19 arab al575 75 Wasfiittgtan St 7:36am �IYata6ese 1575 Nath tan N1a 1 of 1 Member Data Description: Member Type:Jost Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live,1-1240 total Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename:Beam Other Loads Type Other Dead (Desorption) Side Begin End Start End start End Category Replacement Uniform PSF) TOP 0 0.00" 24 0.00" 40 10 Live O 24 0 0 0 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000' Wall SPF#3/SWZ(or4xEnd-Grain(650psi) 5.500" 1.500" 774# — 2 24'0.000' Wall SPF#R3/StAZ(or4xEnd-Grain i 5.500" 1.500' 774# — Maximum Load Case Reactions Wed for apOng pont bads(or the bads)to canyhg members Lire Dead 1 619#(465pft) 155#(116pl� 2 61 465 1 116 I Design spans 23'2.750" Product: 16"AJS 20 16.0"O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4497.Y# 6141V 73% 12 Total Load D+L Shear 774.# 2066.# 37% 0 Total Load D+L End Reaction 774.# 1285.# 601/6 24' Total Load D+L TL Deflection 0.5186" 1.1615' U537 12 Total Load D+L LL Defleclion 0.4145' 0.7743" Lrb71 12 Total Load L Control: Pos.Moment DOLS Lime-100%Snovv=115%Roof=125%W nd=160% Al produd names are trademaft of their resperlNe owners Copyright(C)2018 by Simpson Strong-Te Company he ALL RIGHTS RESERVED. —Passing s defined as when the menber,floor jod,baam or gide r,Ino win on this draHng meets appinble desgn adeno for Loads,Loading Conditions,and Spans(sled on this street.The n mut be reviewed b a uaffied or essmal as used fora al.This acmes rodud inslalatixn aonrdn to the rr�nufaourer s tions CS Beam 20191.22 Pita»ak 11-25-19 IQnBeam nr w201&9.0.1 75 Washington St 7:36am Materials Database 1575 Ncrthampton,Ma. 1 of 1 Member Data Description: Member Type:Joist Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live,U240 total Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename:Beam1 Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category RciolacementUniform PSF TOP 90.00" 24'0.00" 40 10 Live 24 0 0 0 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF#3/StAZKor4xEnd-Grain(650psi) 5.500" 1.500" 774# — 2 24'0.000' Wall SPF#3/S1udNor4xEnd-Grain 5.500" 1.500" 774# — Maximum Load Case Ructions Used for appWg pant bads(or line bads)to carrying members Live Dead 1 619#(465plf) 155#(116plo 2 61 465 I 15 116 I Design spans 23'2.750" Product: 16"AJS 20 16.0"O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allawable Stress Design Actual Allowable Capacity Location Loading PositveMomerlt 4497.'# 6141.'1 73% 1Z Total Load D+L Shear 774.# 2066.# 37% 0' Total Load D+L End Reacton 774.# 1285.# 60% 24 Total Load D+L TL Deflection 0.5186" 1.1615' U537 12 Tod Load D+L LL Deflection 0.4149" 0.7743" L671 17 Tod Load L Control: Pos.Wment DOLS: Lige=100%Snow=115% Root--125%Wind=160% Al product nacres are trademarks of their respective amws Copyright(C)2018 by Sirpmn Strong-Te Company Inc,ALL RIGHTS RESERVED. "Pasmg is defined as Men the member,floor joist,beam or gide r.Jrovn on fh's dravig meets apps able design criteria for Loads,Loading Condtioru,and Spans Isted on ft sites#.The must be reviened by a qualified designer or desqn professional as for approval,This descin assumes product i stalation according to the manufacturers CS Beam 2019.12.2 Pitmiak 11-25-19 lanBeamEnOv2o189A1 75 Washingtm St 7:3Nwi Materials Database 1576 Northanytan,Ma. 1 of 1 Member Data Description: Member Type:Joist Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live,U240 total Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename:Beam1 Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category ReplacementUriforrn PSF T t7 0.00" 24'0.00" 40 10 Live 2400 O O 2400 Bearings and Reactions Input Man Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0 0.000" Wall SPF#3/Sttd 2x or 4x End-Grain(650psi) 5.500" 1.500' 774# — 2 24'0.000" Wall SPF#3rShd2xor4xEnc1-Grain i 5.500" 1.500' 774# — Maximum Load Case Reactions lked for applying port bads(or ine bads)to ranyng members Live Dead 1 6191#(465p1f) 155#(1116plf) 2 61 1 11s Design spans 23 2.750" Product: 16"AJS 20 16.0"O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4497.Y# 6141.# 73% 17 Total Load D+L Shear 774.# 2066.# 371/o a Trial Load D+L End Reachon 774.# 1285.# 60% 24' Total Load D+L TL Deflection 0.5186" 1.1615' U537 12 Total Load D+L LL Dellecbon 0.4145' 0.7743" Lr671 12 Total Load L Control:Pos.Mxnent DOLS: Live=100%Snov.-115%F;bof=125%Wind=160% Al product names are trademaft of their resi)ectNe w.rers Copy#A(C)2018 by SiTpson Strong-Te Company he ALL RIGHTS RESERVED. "Passrg s defined as when the member,fbor joa beam or grde5 sw m on fh's d Bwng meets apphable desgn atena for Loads,Loadng Condtions,and Spare Isted on ft greet.The mud be reveved by a quaffiad or de9T profesgonal as regured for approval.This desW acmes product nstalation acoorang to the manufacturer's 30 yr architectural roof shingles 1/2"cdx plywood ice&water barrier min 3'up eaves run plywood rip up 2x10 spf#2 rafter 16"o.c. to top of floor 5"alum drip edge V-0. 0 0 0 0 (2)A35 simpson hangers rip 2x4 blocking 2 s one per rafter of side to fit 2x6 sub fascia s 2 3-5/8"trusslok thru--2x6• 5"alum gutter 2 2 ,,- "3 screws per joist Boise Rimboard custom bent alum 41 = 1-joist floor system fascia trim w/hem vented vinyl soffit 2 s 2 (2) 12D nails vinyl T"trim -- s one per side 7/16"zip wall (2)top plates vinyl siding - - -- spf#2 2x6 16"o.c. 75 WASHINGTON AVE EP-2020-0301 COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Map: 31 A Lot: 192 ELECTRICAL PERMIT Permit: Electrical Category: WIRE DETACHED GARAGE,INSTALL POWER&LIGHTING,NETWORK CATV Permit# Electrical PERMISSION IS HEREBY GRANTED TO: Project# JS-2019-001553 Est.Cost: Contractor: License: Fee: $90.00 TOWER ELECTRIC Master Al 8067 Owner: PITONIAK MATTHEW M & BARBARA A Applicant. TOWER ELECTRIC AT. 75 WASHINGTON AVE Applicant Address Phone Insurance 578 N. Westfield St (413) 530-4343 () C-(413) 789-4111 Liability, BKS1656776093 FEEDING HILLS MA01030 ISSUED ON:10/9/2019 0:00:00 TO PERFORM THE FOLLOWING WORK: WIRE DETACHED GARAGE, INSTALL POWER & LIGHTING, NETWORK, CATV Call In Date: Date Requested Inspection Date/SienOff: Reinspect?: Trench/UG: /0 Special Instructions X Roush I Q I JI� x Special Instructions: Final: Ajo La'LL( �2,w J 2 SRE Called In: / / ` v2b Vv- Sienature: Fee Type:: Amount: DatePaid Electrical $90.00 10/9/2019 0:00:00 6205 212 Main Street,Phone(413)587-1244,Fax(413)587-1272-Inspector of Wires -Roger Malo