HomeMy WebLinkAboutLA146545 Permit Plans
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Project Name: Job#:
Shipping Client
Description:
BeamA 2.0E WS-LAM LVL 1.750" X 14.000" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
12'
12'
1 SPF 2 SPF
3 1/2"
1'2"
User Inputs
Design Method: ASD
Type: Girder
Application: Floor
Plies: 2
Material Type: LVL
Material Name: 2.0E WS-LAM LVL
Depth: 14
Width: 1.75
Load Sharing: No
Importance: Normal
Temperature: Temp <= 100°F
Decking: Not Checked
Defl. LL Span: L / 480
Defl. LL Cant: L / 180
Defl. TL Span: L / 360
Defl. TL Cant: L / 180
Spans
Span 1: 12-0-0
Bearings
Brg 1: 5.3125" SPF
Brg 2: 5.3125" SPF
Analysis Details
Material Properties
Name E Fb Fcp Fv Density
2.0E WS-LAM LVL 2E6 3100 850 285 37.4
Resistance Factors
Moment Factor Shear Factor Comp Perp Factor Cr-Bending Cr-Shear Load Sharing Ct Ct (E)
0.907379487127757 1 1 1 1 No 1 1
EI (including Ct (E))
Bare EI Composite EI Ct (E) (temp. factor for E)
1.600667E+009 1.600667E+009 1
Load Combinations Checked for Strength (Factors include importance factor)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Total Loads: Dead + Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 L 1 1 0 1 0 0 0
4/1/2016 10:01 AM
Page 1 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamA 2.0E WS-LAM LVL 1.750" X 14.000" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
Bearing Calculation (MR: Max Reaction)
Brg. No. Input Length Req'ed Length Reaction MR Load Comb. MR Load Case MR Dead MR Live Uplift
1 5.3125 5.25 7501.5 D+L L 2551.5 4950 0
2 5.3125 5.25 7501.5 D+L L 2551.5 4950 0
Maximum Moment at Each Member
Mem No. Span No. Combination Load Case Cd CL Resist. Factors Moment Span-X Mr Mr_orig Ratio
1 Spn 1 D+L L 1 0.907 0.907 20864 5-9-5 28639 14320 0.7285
Maximum Shear at Each Member
Mem No. Span No. Brg No. Max Combination Load Case Cd Res
Fac
Max Shear Vr Ratio
1 Spn 1 1 Yes D+L L 1 1 5765 9310 0.6192
Maximum Deflection on Span and Cantilever for Total Load (Dead + Live)
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span D+L L 0.3131 Spn 1 5-9-5 11-6-10 360 442.7 0.81
Maximum Deflection on Span and Cantilever for Live Load Only
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span L L 0.2065 Spn 1 5-9-5 11-6-10 480 671.2 0.72
4/1/2016 10:01 AM
Page 2 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamB D FIR-L #1 2.000" X 10.000" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
8'
8'
1 SPF 2 SPF
3"
9 1/4"
User Inputs
Design Method: ASD
Type: Girder
Application: Roof
Slope: 0
Plies: 2
Material Type: Lumber
Material Name: D FIR-L
Lumber Grade: #1
Depth: 9.25
Width: 1.5
Load Sharing: No
Importance: Normal
Temperature: Temp <= 100°F
Decking: Not Checked
Defl. LL Span: L / 240
Defl. LL Cant: L / 180
Defl. TL Span: L / 240
Defl. TL Cant: L / 180
Spans
Span 1: 8-0-0
Bearings
Brg 1: 5.3125" SPF
Brg 2: 5.3125" SPF
Analysis Details
Material Properties
Name Lumber Grade Depth E Fb Fcp Fv
D FIR-L #1 9.25 1.7E6 1000 625 180
Resistance Factors
Moment Factor Shear Factor Comp Perp Factor Cr-Bending Cr-Shear Load Sharing Ct Ct (E)
0.988950823018317 1 1 1 1 No 1 1
EI (including Ct (E))
Bare EI Composite EI Ct (E) (temp. factor for E)
3.363676E+008 3.363676E+008 1
Load Combinations Checked for Strength (Factors include importance factor)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Total Loads: Dead + Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 L 1 1 0 1 0 0 0
4/1/2016 10:00 AM
Page 1 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamB D FIR-L #1 2.000" X 10.000" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
Bearing Calculation (MR: Max Reaction)
Brg. No. Input Length Req'ed Length Reaction MR Load Comb. MR Load Case MR Dead MR Live Uplift
1 5.3125 1.5 1568 D+L L 728 840 0
2 5.3125 1.5 1568 D+L L 728 840 0
Maximum Moment at Each Member
Mem No. Span No. Combination Load Case Cd CL Resist. Factors Moment Span-X Mr Mr_orig Ratio
1 Spn 1 D+L L 1 0.989 0.989 2568 3-7-7 3922 1961 0.6549
Maximum Shear at Each Member
Mem No. Span No. Brg No. Max Combination Load Case Cd Res
Fac
Max Shear Vr Ratio
1 Spn 1 2 Yes D+L L 1 1 1117 3330 0.3354
Maximum Deflection on Span and Cantilever for Total Load (Dead + Live)
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span D+L L 0.072 Spn 1 3-7-8 7-2-14 240 1206.1 0.2
Maximum Deflection on Span and Cantilever for Live Load Only
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span L L 0.0386 Spn 1 3-7-8 7-2-14 240 2251.4 0.11
4/1/2016 10:00 AM
Page 2 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamC 2.0E WS-LAM LVL 1.750" X 9.500" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
8'
8'
1 SPF 2 SPF
3 1/2"
9 1/2"
User Inputs
Design Method: ASD
Type: Girder
Application: Roof
Slope: 0
Plies: 2
Material Type: LVL
Material Name: 2.0E WS-LAM LVL
Depth: 9.5
Width: 1.75
Load Sharing: No
Importance: Normal
Temperature: Temp <= 100°F
Decking: Not Checked
Defl. LL Span: L / 240
Defl. LL Cant: L / 180
Defl. TL Span: L / 240
Defl. TL Cant: L / 180
Spans
Span 1: 8-0-0
Bearings
Brg 1: 5.3125" SPF
Brg 2: 5.3125" SPF
Analysis Details
Material Properties
Name E Fb Fcp Fv Density
2.0E WS-LAM LVL 2E6 3100 850 285 37.4
Resistance Factors
Moment Factor Shear Factor Comp Perp Factor Cr-Bending Cr-Shear Load Sharing Ct Ct (E)
0.975170781879591 1 1 1 1 No 1 1
EI (including Ct (E))
Bare EI Composite EI Ct (E) (temp. factor for E)
5.001354E+008 5.001354E+008 1
Load Combinations Checked for Strength (Factors include importance factor)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Total Loads: Dead + Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 L 1 1 0 1 0 0 0
4/1/2016 9:59 AM
Page 1 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamC 2.0E WS-LAM LVL 1.750" X 9.500" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
Bearing Calculation (MR: Max Reaction)
Brg. No. Input Length Req'ed Length Reaction MR Load Comb. MR Load Case MR Dead MR Live Uplift
1 5.3125 2 2847.4 D+L L 1167.4 1680 0
2 5.3125 2 2847.4 D+L L 1167.4 1680 0
Maximum Moment at Each Member
Mem No. Span No. Combination Load Case Cd CL Resist. Factors Moment Span-X Mr Mr_orig Ratio
1 Spn 1 D+L L 1 0.975 0.975 4723 3-7-11 14251 7125 0.3314
Maximum Shear at Each Member
Mem No. Span No. Brg No. Max Combination Load Case Cd Res
Fac
Max Shear Vr Ratio
1 Spn 1 1 Yes D+L L 1 1 2030 6318 0.3214
Maximum Deflection on Span and Cantilever for Total Load (Dead + Live)
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span D+L L 0.0901 Spn 1 3-7-12 7-3-6 240 969.6 0.25
Maximum Deflection on Span and Cantilever for Live Load Only
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span L L 0.0531 Spn 1 3-7-12 7-3-6 240 1645.2 0.15
4/1/2016 9:59 AM
Page 2 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamD 2.0E WS-LAM LVL 1.750" X 9.500" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
9'
9'
1 SPF 2 SPF
3 1/2"
9 1/2"
User Inputs
Design Method: ASD
Type: Girder
Application: Floor
Plies: 2
Material Type: LVL
Material Name: 2.0E WS-LAM LVL
Depth: 9.5
Width: 1.75
Load Sharing: No
Importance: Normal
Temperature: Temp <= 100°F
Decking: Not Checked
Defl. LL Span: L / 480
Defl. LL Cant: L / 180
Defl. TL Span: L / 360
Defl. TL Cant: L / 180
Spans
Span 1: 9-0-0
Bearings
Brg 1: 5.3125" SPF
Brg 2: 5.3125" SPF
Analysis Details
Material Properties
Name E Fb Fcp Fv Density
2.0E WS-LAM LVL 2E6 3100 850 285 37.4
Resistance Factors
Moment Factor Shear Factor Comp Perp Factor Cr-Bending Cr-Shear Load Sharing Ct Ct (E)
0.97029713696748 1 1 1 1 No 1 1
EI (including Ct (E))
Bare EI Composite EI Ct (E) (temp. factor for E)
5.001354E+008 5.001354E+008 1
Load Combinations Checked for Strength (Factors include importance factor)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Total Loads: Dead + Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 L 1 1 0 1 0 0 0
4/1/2016 9:59 AM
Page 1 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamD 2.0E WS-LAM LVL 1.750" X 9.500" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
Bearing Calculation (MR: Max Reaction)
Brg. No. Input Length Req'ed Length Reaction MR Load Comb. MR Load Case MR Dead MR Live Uplift
1 5.3125 3.75 5476.9 D+L L 1800.4 3676.5 0
2 5.3125 3.75 5476.9 D+L L 1800.4 3676.5 0
Maximum Moment at Each Member
Mem No. Span No. Combination Load Case Cd CL Resist. Factors Moment Span-X Mr Mr_orig Ratio
1 Spn 1 D+L L 1 0.97 0.97 10809 4-2-9 14251 7125 0.7585
Maximum Shear at Each Member
Mem No. Span No. Brg No. Max Combination Load Case Cd Res
Fac
Max Shear Vr Ratio
1 Spn 1 1 Yes D+L L 1 1 4167 6318 0.6595
Maximum Deflection on Span and Cantilever for Total Load (Dead + Live)
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span D+L L 0.2763 Spn 1 4-2-10 8-5-2 360 366 0.98
Maximum Deflection on Span and Cantilever for Live Load Only
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span L L 0.1854 Spn 1 4-2-10 8-5-2 480 545.5 0.88
4/1/2016 9:59 AM
Page 2 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamE 2.0E WS-LAM LVL 1.750" X 9.500" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
9'
9'
1 SPF 2 SPF
3 1/2"
9 1/2"
User Inputs
Design Method: ASD
Type: Girder
Application: Floor
Plies: 2
Material Type: LVL
Material Name: 2.0E WS-LAM LVL
Depth: 9.5
Width: 1.75
Load Sharing: No
Importance: Normal
Temperature: Temp <= 100°F
Decking: Not Checked
Defl. LL Span: L / 480
Defl. LL Cant: L / 180
Defl. TL Span: L / 360
Defl. TL Cant: L / 180
Spans
Span 1: 9-0-0
Bearings
Brg 1: 5.3125" SPF
Brg 2: 5.3125" SPF
Analysis Details
Material Properties
Name E Fb Fcp Fv Density
2.0E WS-LAM LVL 2E6 3100 850 285 37.4
Resistance Factors
Moment Factor Shear Factor Comp Perp Factor Cr-Bending Cr-Shear Load Sharing Ct Ct (E)
0.970669516819777 1 1 1 1 No 1 1
EI (including Ct (E))
Bare EI Composite EI Ct (E) (temp. factor for E)
5.001354E+008 5.001354E+008 1
Load Combinations Checked for Strength (Factors include importance factor)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Total Loads: Dead + Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 D 1 0.9 1 0 0 0 0
2 D+L 1 1 1 1 0 0 0
Load Combinations Checked for Deflection (Live Loads)
Comb. No. Description Pattern Count Cd-Duration D L S W C
1 L 1 1 0 1 0 0 0
4/1/2016 9:58 AM
Page 1 of 2
Designer:
Project Name: Job#:
Shipping Client
Description:
BeamE 2.0E WS-LAM LVL 1.750" X 9.500" 2-Ply - PASSED
Quantity 1 (2pcs.)
Powered by iStruct 15.6.062
Bearing Calculation (MR: Max Reaction)
Brg. No. Input Length Req'ed Length Reaction MR Load Comb. MR Load Case MR Dead MR Live Uplift
1 5.3125 2.75 3744 D+L L 1494 2250 0
2 5.3125 2.75 3744 D+L L 1494 2250 0
Maximum Moment at Each Member
Mem No. Span No. Combination Load Case Cd CL Resist. Factors Moment Span-X Mr Mr_orig Ratio
1 Spn 1 D+L L 1 0.971 0.971 7246 4-2-1 14251 7125 0.5085
Maximum Shear at Each Member
Mem No. Span No. Brg No. Max Combination Load Case Cd Res
Fac
Max Shear Vr Ratio
1 Spn 1 1 Yes D+L L 1 1 2814 6318 0.4455
Maximum Deflection on Span and Cantilever for Total Load (Dead + Live)
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span D+L L 0.1815 Spn 1 4-2-2 8-4-2 360 551.5 0.65
Maximum Deflection on Span and Cantilever for Live Load Only
Def. Span Desc. Combination Load Case Max Deflection Span ID Span-X Span Analog Length L / Allowable L / Actual Ratio
Critical Span L L 0.109 Spn 1 4-2-2 8-4-2 480 918.4 0.52
4/1/2016 9:58 AM
Page 2 of 2
Designer:
18" FLOOR TRUSSES SPACING AS NOTED ON LAYOUT 18" Floors @ 19.2" OC 1/2" SheathingALL DIMENSIONS ARE FROM SHEATHING TO SHEATHING.YOU WILL SEE A "X" ON ONE END OF EACH TRUSS SHOWN ON THE LAYOUT. THIS DENOTES THE LEFT END OF THE TRUSS. THIS CORRESPONDS TO THE LEFT SIDE OF THE INDIVIDUAL TRUSS DRAWING.THE "X" ALSO DENOTES PAINTED END FOR FLOOR TRUSSES.IF YOU HAVE ANY QUESTION ABOUT WHICH DIRECTION THE TRUSS IS TO BE PLACED,PLEASE CALL KEVIN @ 763-280-0888.
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SALES REP: DD DUE DATE: 03/01/16 DSGNR/CHKR: KHH / TC Live TC Dead BC Live BC Dead Total 40.00 psf 15.00 psf 0.00 psf 5.00 psf 60.00 psfWO#: 273470 SCALE: 1/8" = 1’Date: 4/1/2016 10:33 DurFac-Lbr : 1.00 DurFac-Plt : 1.00 O.C. Spacing: 1- 7- 3 Design Spec: IRC-2012 #Tr/#Cfg: 0 / 0
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ALL DIMENSIONS ARE FROM SHEATHING TO SHEATHING.YOU WILL SEE A "X" ON ONE END OF EACH TRUSS SHOWN ON THE LAYOUT. THIS DENOTES THE LEFT END OF THE TRUSS. THIS CORRESPONDS TO THE LEFT SIDE OF THE INDIVIDUAL TRUSS DRAWING.IF YOU HAVE ANY QUESTION ABOUT WHICH DIRECTION THE TRUSS IS TO BE PLACED,PLEASE CALL KEVIN @ 763-280-0888. Hanger Schedule "K" Series attached to "L" with LUS24 "M" Series attached to "G3" and "A6" with MUS28 "F" Series attached to "K2" with LUS24
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SALES REP: DD DUE DATE: 03/01/16 DSGNR/CHKR: KHH / TC Live TC Dead BC Live BC Dead Total 35.00 psf 7.00 psf 0.00 psf 10.00 psf 52.00 psfWO#: 273469 SCALE: 1"=12' 0"Date: 4/1/2016 10:27 DurFac-Lbr : 1.15 DurFac-Plt : 1.15 O.C. Spacing: 2 Design Spec: IRC-2012 #Tr/#Cfg: 99 / 57
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