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Specifications (51)
SY RECEIVED1-29-18 ti Roseburg12:Olpm A Forest Products Comport) p 1 of 1 CS Beam 2016.11.3.1 MAR 1 4 2018 InnBeamEngine 2016.9.0.3 Materials Database 1558 CITY OF TI ,,,ARA ) Member Data BUILDING DIVIi f Description:MAIN FLOOR Member Type: Joist Appl o . Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: BeamI / / 13 812 8 8 12 2228 Bearings and Reactions Input Mn Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 388# -- 2 13' 8.750" Wall DFL Plate(625psi) 3.500" 3.500" 983# -- 3 22' 2.500" Wall DFL Plate(625psi) 1.750" 1.750" 237# -51# Maximum Load Case Reactions Used for applying point loads(or line load4 to caaying merrthers Live Dead 1 301#(226p1f) 86#(65p1f) 2 757#(567p1f) 227#(170p1f) 3 203#(152p111 35#(26plf) Design spans 13' 4.125" 8' 4.875" Product: 11 7/8" RFPI-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 1081.'# 3640.'# 29% 5.72' Odd Spans D+L Negative Moment 1183.'# 3640.'# 32% 13.73' Total Load D+L Shear 551.# 1420.# 38% 13,72' Total Load D+L End Reaction 388.# 1420.# 27% 0' Odd Spans D+L Int.Reaction 983,# 1935.# 50% 1373' Total Load D+L TL Deflection 0.1015" 0.4448" L/999+ 6.39' Odd Spans D+L LL Deflection 0.0806" 0.3336" L/999+ 6.39' Odd Spans L Control: Max Int.React. DOts: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON AltpmduclnamesareuademalrsofNeirresdxciiveowners Eric Duncan PACIFIC LUMBER&TRUSS Copyright(C)2016 by Simpson Strong-Tie Company inc ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005 "Paging is defined aswhen Ste member,fioorjoist beam or glrter shown on Urs drawing meals applicable dealgn criteria for Loads,Loading Conditions,and Spans lisiec on This 503.793-8368 44/48 sheat The dedgn mue be reviewed by a qualified desgneror desgs pmfeasonai as required for appnwal.Thisdeagn assumes product installation according to the manufacturer s specifications. tiRoseburg Ta1.29_ig 12:02pm 1 Fore t Products Compum 1 of 1 CS Beam 2016.11 3.1 lanBeamEngine 2016.9.0.3 Materials Database 1558 Member Data Description:MAIN FLOOR 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: L/480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: BeamI / i13 9,2 13 912 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 549# -- 2 13' 9.750" Wall DFL Plate(625psi) 3.500" 1.750" 549# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 423#(284p1f) 127#(790) 2 423#(264p4f) 127#(790) Design spans 13' 2.500" Product: 11 7/8" RFPI-20 19.2" 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 1814.' 3640.'# 49% 6.99' Total Load D+L Shear 549.# 1420.# 38% 0' Total Load D+L End Reaction .549.# 1316.# 41% 13.81' Total Load D+L TL Deflection 0.1865" -&4403" U850 8:99' Total Load D+L LL Deflection 0.1434" 0.3302" L/999+ 6.99' Total Load L Control: Pos.Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON AI'poducinameseretademadsoftheirro�ectiveownem Eric Duncan Strtmerie PACIFIC LUMBER&TRUSS Copyright(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005 "Passing tsdehned aswhen the member,600rtotst,beam or glntet shown on this drawing meets applicable design trade for loads,Loading Conditions,and Spans listed oc this 503-793-8368 45/48 sheet.The design must be reviewed by a qualified deagner ordesign pmresaonet as required for appmvat.This design assumes product inslattation according to the mam,facturer s speclbcahons. ti L4Roseburg 3-5 I.2918 12:OOpm A Forest Products Company 1 of I CS Beam 2016 11 3.1 lanBeamEngine 2016.903 Materials Database 1555 Member Data Description:MAIN FLOOR 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: 1/480 live, [1360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: BeamI / 20 11 8 2011 8 ®/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wal DFL Plate(625psi) 3.500" 1.750" 714# 2 20'11.500" Wall DFL Plate(625psi) 2.750" 1.750" 714# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 549#(412p1f) 165#(124p(f) 2 549#(412p1f) 165#(124p1f) Design spans 20' 7.000" Product: DBL 11 718" RFPI-400 16.0" O.G. 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 3672.'# 8630.# 42% 10.51` Total Load D+L Shear 714.# 2960.# 24% 0' Total Load D+L End Reaction 714.# 2482.# 28% 20.96' Total Load D+L TL Deflection 0.4044" 0.6861" L/610 10.51' Total Load D+L LL Deflection 0.3111" 0.5146" 1/794 10.51' Total Load L Control. U.Deflection DOLs: Live=100% Sflolr115% Roof=125% Wind 160% SIMPSON All p educt names a e trademarks oftheir espective ownma Eric Duncan PACIFIC LUMBER&TRUSS Copydgnt(C)2016 by Simpson Strong-Tie Company tnc.ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 ••Penang,sdeaned anchor,the mambas neer leek beam orgnrtar shown on this drawing meetsapplicableriesign criteria for Loads,Loading Conditlona and Spans listed on this 46/48 threat,Tho deagn mug the rawawad by a qualified deagner ar dedgn pmfessionel as requlmd for approval.This dbet�l aawmes product lnslatlali n according to the manufacturer's 503•'793-$38 specltcatlarro Roseburg So. 1-29-18 11:44am . .'forest Products C.ornPrny 1 of 1 CS Beam 2016.11.3.1 kmBeamEneae 2016.9.0.3 Materials Database 1558 Member Data Description:UPPER FLOOR 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: U480 live, 0360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: Beam1 • f 16 5 8 0 16 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 666# -- 2 16' 5.500" Wall DFL Plate(625psi) 1.750" 1.750" 666# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 512#(320plf) 154#(96p)f) 2 512#(320pf) 154(960) Design spans 16 0.000° Product: 11 7/8" RFPI-20 19.2" 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 2662'# 3640.'# 73% 8.39' Total Load D+L Shear 666.# 1420.# 46% 0' Total Load D+L End Reaction 666.# 950.# 70% 16.46' Total Load D+L TL Deflection 0.3821" 0.5333" U502 —- 8.39' Total Load D+L LL Deflection _ 0.2940" 0.4000" L/653 8.39' Total Load L Cartrol: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON Nl product namesa a tmdemad aoftheir a vecfive owners Eric Duncan PACIFIC LUMBER&TRUSS " " Copyright(C)2016bySimpeonSlmng-Tie company Inc ALL RIG HTSRESERVOD. BEAVERTON,OREGON 97005 "Passing is defined as when the member,floorjoii,boom or girdet shown on this drawing meets applicable deign criteria for Loads,Loading Conditions,and Spans Iliad on this 5if2 793-$36s 47� 8 sheet.The design mud be reviewed by a qualified designer or deign pm(esional as required for approval.This deign assumes product iniallalion according to the manuraclulers eoaclficationa ti Roseburg :44a $ 11:44am A Forest Prrxltxtc Cumlmm 1 of 1 CS Beam 2016.11.3.1 IanBeamEngine 2016.90.3 Materials rhtfebase 1558 Member Data Description:UPPER FLOOR 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: U480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: Beam1 17 1 4 /© 17 1 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 577# -- 2 1T 1.250" Wall DFL Plate(625psi) 1.750" 1.750" 577# -- Maximum Load Case Reactions Uaad for applying point toads(or tine bads)to carrying members Live Dead 1 444#(333p1f) 133#(100p1f) 2 444#(333p1f) 133#(100p1f) Design spans 16' 7.750" Product: 11 7/8" RFPI-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 2401.'# 3640.'# 65% 8.71' Total Load D+L Shear 577.# 1420.# 40% 0' Total Load D+L End Reaction 577.# 950.# 60% 17.1' Total Load D+L TL Deflection 0.3785" 0.5549" L/527 8.71' Total Load D+L LL Deflection 0.2912" 0.4161" U686 8.71' Total Load L Control: LL Deflection DOLs: Live=100% Snow--115% Roof=125% Wind=160% SIMPSON All p oduct r aures are(wdema ks of;heirs specllve owners Eric Duncan Strongerio copyright(c)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS BEAVERTON,OREGON 97005 "Paaeng is defined asehen the member,8eor)oi6.beam or girder,shown on lhisdrawing meets appilcabie design criteria rorLoada Loading Conditions.and Spanstiffied on this 503.793-8368 48/48 sheet The design mug be raviewetl by a qusieted designer nrdesign pmfe�onal as requlrcd forappmvel This design assumes product inalallation according to the manufacturer s epecificaliona i-29-18 Roseburg �� 12:01pm sorest Pcrxluct.s Comm}' 1 of 1 CS Beam 2016.11.3.1 1anBeamPngine 2016.9.0.3 MafrialsDatabase 1558 Member Data Description:MAIN FLOOR 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: U480 live, L1360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: BeamI 13 8 12 ® 8 5 12 2228 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 388# -- 2 13' 8.750" Wall DFL Plate(625psi) 3.500" 3.500" 983# -- 3 22' 2.500" Wall DFL Plate(625psi) 1,750" 1.750" 237# -51# Maximum Load Case Reactions U:d for applying point loads(or line loads)to carrying members Live Dead 1 301#(228p(f) 86#(65p1f) 2 757#(587p(f) 227#(170plf) 3 203#(152p1f) 35#(26plf) Design spans 13' 4.125" 8' 4.875" Product: 11 7/8" RFPI-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 10814 3640.'# 29% 5,72' Odd Spans D+L Negative Moment 1.183.'# .. 3640.'# 32% 13.73' Total Load D+L Shear 551.# 1420.# 38% 13.72' Total Load D+L End Reaction 388.# 1420.# 27% 0' Odd Spans D+L Int.Reaction 983.# 1935.# 50% 13.73' Total Load D+L TL Deflection 0.1015" 0.4448" U999+ 6.39' Odd Spans D+L LL Deflection 0.0806" 0.3336" U999+ 6.3g Odd Spans L Control: Max Int.React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON Allpmduclnemesaedadamal,softheirn;�activeowners Eric Duncan PACIFIC LUMBER&TRUSS T copydgnt(C)sore by simpson stmng•liie company Inc ALL RIGH S ESERveo. BEAVERTON,OREGON 97005 •'Passing Is deened aswhen the member,ltoorioist,beam or glider drawn on tris drawing meets applicable design cdteda for Loads,Loading Conditions,and Spens listed on lhis 503-793-$368 sheat.The design must be reviewed by a qualified dedgner or design professional as required for approval.This design assumes pro&ocl installation according to the manufacturer s specifications. Roseburg Sa. 1-29-18 12:02pm 1 Forest Products Camparry 1 of I CS Beam 2016.11 3.1 lanBeamEngine 2016.9.0.3 Materials Database 1558 Member Data Description:MAIN FLOOR 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: U480 live, U360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: BeamI r i 13 912 m/ 13 912 Bearings and Reactions Input Nin Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 549# -- 2 13' 9.750" Wall DFL Plate(625psi) 3.500" 1.750" 549# -- Maximum Load Case Reactions Used for apptylng point loads(or'line loads)to carrying members Live Dead 1 423#(284p1f) 127#(790) 2 423#(284p1f) 127#(790) Design spans 13' 2.500" Product: 11 7/8" RFPI-20 19.2" 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 1814.'# 3640.'# 49% 6.99' Total Load D+L Shear 549.# 1420.# 38% 0' Total Load D+L End Reaction 549.# 1316.# 41% 13.81' Total Load D+L TL Deflection 0.1865" 0.4403" L/850 6.99' Total Load D+L LL Deflection 0.1434" 0.3302' L/999+ 6.99' Total Load L Control: Pos.Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% SlMPSON Al product names are tretlemaA sof theirrespective ownes Eric Duncan elzoNtale. copyright(C)2016 by Simpson Strong•Tte Company Inc ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS BEAVERTON,OREGON 97005 "Paearg isdetined aswhen the member,aoorjoi9,beam or g'.rdet shown on This drawing meets appticebie design criteria for Loads,Loading Conditions and Spans listed oa this 503^793-$ sheet.The design must be reviewed oy a qualified deagneror design professoriat as requ.red for approval.This design aswmes product indallation according to the manufacturer s specifications. LIRoseburg 1-29-18 12:00pm A Forest Products Company 1 of 1 CS Beam 2016 11 3.1 larEteamEtine 2016.903 Materials Database 1555 Member Data Description:MAIN FLOOR 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: L/480 live, U360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: Beam1 �.�. ... ., ... . ... ... . ... .... ... ... a xv u�� ev..,, � 4..r. 1 20 11 8 2011 8 ®/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 714# -- 2 20'11.500" Wali DFL Plate(625psi) 2.750" 1.750" 714# -- Maximum Load Case Reactions Used forapplytng point loads(online loads)to carrying members Live Dead 1 549#(412p1f) 185#(124p1f) 2 549#(412p1f) 165#(124p11) Design spans 20' 7.000" Product: DBL 11 7/8" RFPI-400 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 36724 8630.'# 42% 10.51' Total Load D+L Shear 714.# 2960.# 24% 0' Total Load D+L End Reaction 714.# 2482.# 28% _. 20.96' ___._____ Total Load D+L TL Deflection - 0.4044" (}6861" 0610 10.51' Total Load D+L LL Deflection 0.3111" 0.5146" U794 10.51' _ Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=180% SIMPSON All product names are tradema l,s of their respective ownare Eric Duncan SitrusieTiePACIFIC LUMBER&TRUSS Copynghl(C)2015 by Simpson strong-Tie Company inc.ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 • a r.ng Isdefined earshot'the m0mber,noon(rod,baam or gtmar shown on thin drawing meetsapplicable deagn criteria tot Load;Loading Conditions end Spatrnlided on this 50'3-7938368 .-cN.t The deagn mut'be rewawed aY a qualified deagner or dadgn pmfessionaf as requited for approval.Thisdasgn aseumespmducl Inefalialion aceoming Io the manufacturer s _r.ccihcafiona. 1-29-18 Roseburgti 11:44am A Forest Products Comp ny 1 of 1 CS Ream 2016.11.3.1 lanBesmEngme 20169.03 Materials Database 1558 Member Data Description:UPPER FLOOR 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: 0480 live, 11360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: Beam1 r 16 5 8 16 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 666# -- 2 16' 5.500" Wall DFL Plate(625psi) 1,750" 1.750" 666# — Maximum Load Case Reactions Used for applying point toads(or line loads}to carrying members Live Dead 1 5120#320p1f) 154#(9600 2 51230200f) 154#(96p!f) Design spans 16' 0.000" Product: 11 7/8" RFPI-20 19.2" 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 2662.'# 3640.'# 73% 8.39' Total Load D+L Shear 666.# 1420.# 46% 0' Total Load D+L End Reaction 666.# 950.# 70% 16.46' Total Load D+L TL Deflection 0.3821" 0.5333' L1502 8.39' Total Load D+L LI Deflection 0.2940" 0.4000" U653 8.39' Total Load L Control: LL Deflection OOLs: Live=100% Snow=115% Roof=125% Wind=160% glmPSON All product names are trademarks of their respective owners Eric Duncan PACIFIC LUMBER&TRUSS StrangTieCopyright(C)2016 by 6lmpaon Strong•lie Company Inc ALL RIGHTS R000RVED. B EAVE RTON,OREGON 97005 ••Paesi ng is defined as when the member,Ifooryoid,beam orglydet shown an this drawing meats applicable dedgn criteria for Loads,Loading Conditions and Spans IICed on this 503793-8368 sheet.The desgn mud be reviewed by a quagaed designer or design profesdonal as required for approval.This design asarmes product indatlatton according to the manufacturers mya eclfcattons. LiRosehurg 1.29_,g 1 1:44am 1 Fare t Pnxltrctc C.omlwm 1 of 1 CS Beam 2016.11.3.1 kmBeamEngine 2016.9 0.3 MateriatsDuehaa•1558 Member Data Description:UPPER FLOOR 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: 0480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: Beam1 17 1 4 17 1 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 577# -- 2 17' 1.250" Wall DFL Plate(625psi) 1.750" 1.750" 577# -- Maximum Load Case Reactions U®d for applying point loads(or One bads)to carrying members Live Dead 1 444#(333p1t) 133#(100pIf) 2 444#(333pIf) 133#(10011f) Design spans 16' 7.750" Product: 11 7/8" RFPI-20 16.8" 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 2401.'# 3640.'# 65% 8.71' Total Load D+L Shear 577.# 1420.# 40% 0' Total Load D+L End Reaction 577.# 950.# 60% 17.1' Total Load D+L TL Deflection 0.3785" 0.5549" U527 8.71' Total Load D+L LL Deflection 0.2912" 0.4161" 0686 8.71' Total Load L Control: LL Deflection DOLs: Live=100% Sriow=115% Roof=125% Wirth-160% SiMPSON AIt p educt names a e tradema k�of theirs pecllve owns s Eric Duncan StronaT PACIFIC LUMBER&TRUSS Copyright(C)2016 by Simpson Slronq-Tie Company inc.ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005 "Passing isdettned aswhen bra member,floor Joist,beam or glydet shown on thiodiawing meets applicable dedgn criteria for Loads.Loading Conditions.and Spens tided on this 503-793-8368 sheet The dedgn mud be reviewed by a qusltned dedgner nrdedgn proreadonal as required forapproval This dedgn mamas product indallation acceding to the manufacturer s specifications.