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Plans to l 3 4�'-0' 3� l� TO 19'-1' 14'-11' H3 fn 18' 1/2' 11-12 H2(12) HI aK 8:12 DJ3 B2(3) D,2 b 8:12 QJ1 8: 5: i 2Z-T i �s r 17-0' I 10'-31/2' I W-11 1/Y t 11'4r -o' ©Copyright Compuhus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT OLY.REFER TO JT SMITH 06/29/15 TRUSS CALCUN TIONS AND ENGINEERED STRUCTURAL PROJECT 1752TITLE: REVISION-1: DRAWINGSFOR GINEER FURTHER F%dfiUumber INFORMATION.BUILDING 17529-JT SMITH-PLAN 2545-ELEV B DESINFORMATI N.B IL RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY.•JP REVISION-2: TO TRUSS CONNECTIONS.BUILDING DEER/EN R OF RECORD TO & TRUSS 2545 / B CHECKED BY REVIEW ANDD APPROVE OF ALL COMPANY DELIVi YLOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11"- 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. r t4Roseburg J2 UPPER 7:34am 734am V io"'t Prr Klui ( n:npum I of I CS Beam 4.12.3.5 ImtBeanErigine 4.12.5.1 '. Materials Database 1518 Y 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: U480 live, L/240 total Dead Load: 12 PSF Deck Connection: Glued&Nailed Filename: Beam1 Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 0' 0.00" 350 0 Wind Point(PLF) Top 0' 0.00" 50 34 Roof Point PLF Top 0' 0.00" 0 100 Live 300 2000 i 0 2300 Bearings and Reactions Input Min Gravity Gravity Wind Wind Location Type Material Length Required Reaction Uplift Reaction Uplift 1 3' 0.000" Wall DFL Plate(625psi) 5.500" 3.500" 832# — 1048# — 2 23' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 487# — 389# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Roof Wind Dead 1 521#(521plo 58#(58plf) 404#(404plo 311#(311pll) 2 392#392 I -7#-7 I -53#-53 I 94#94 I Design spans 3' 0.000"(left cant) 19' 7.375" Product: 11 7/8" RFPI-400 12.0" 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 2273.# 43151 52% 12.81' Even Spans D+L Negative Moment 1506.# 69044 21% 3' Total Load D+W Shear 542.# 14804 36% 3' Total Load D+L Cant.Shear,Lt 5604 2368.# 23% 2.99' Total Load D+0.75(L+Lr+W) End Reaction 487.# 14801 32% 23' Even Spans D+L Int.Reaction 832.# 23501 35% 3' Total Load D+L TL Deflection 0.4321" 0.9807" U544 12.81 Even Spans D+L LL Deflection 0.3732" 0.4904" U630 12.81' Even Spans L TL Di Lt. -0.1727" 2U416 0' Even Spans D+L LL Di Lt. -0.1680" 2U428 0' Even Spans L Control: LL Deflection DOLS: Live=100% Snow--115% Roof--125% Wind=160% Left cantilever allowable shear is for joist only All product names are trademarks oftheir respective owners KAMI L HENDERSON ® EWP MANAGER t r' Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS "Passing is defined as when the member,floorjdst,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design BEAVERT N,OREGON must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. 5503-858-9663 L,Roseburg J3 UPPER 7:32am 732am \I o—I 1 of 1 CS Beam 4.12.3.5 kmBearlEngine 4.12.5.1 Materials Database 1518 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: L/480 live, L/240 total Dead Load: 12 PSF Deck Connection: Glued&Nailed Filename: Beam1 19 0 0 0 19 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.750" 498# — 2 19' 0.000" Wall Steel N/A 1.750" 498# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 383#(383plo 115#(115plf) 2 383#383 11 115 I Design spans 19' 1.750" Product: 117/8" RFPI-400 12.0" O.C. PASSES DESIGN CHECKS Minimum 1.75"bearing required at bearing#1 Minimum 1.75"bearing required at bearing#2 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 23831 43151 55% 9.5' Total Load D+L Shear 498.# 14801 33% 0' Total Load D+L TL Deflection 0.4422" 0.9573" U519 9.5' Total Load D+L LL Deflection 0.3402" 0.4786" U675 9.5' Total Load L Control: LL Deflection DOLS: Live=100% Snow=-115% Roof--125% Wind=160% All product names are trademarks of their respective owners KAMI L HENDERSON EWP MANAGER Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design BEAVERTON,OREGON must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. 5503_858_9663