Report (8) /1,-1'5 TA 06-- c,,,00, 3
i ® JOB SUMMARY REPORT
�F 0 R T E Judge Beam.4te
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Member Name Results Current Solution Comments
Roof:Flush Beam Passed 3 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL
Wall:Header Passed 1 Piece(s)5 1/2"x 10 1/2"24F-V4 DF Glulam
Forte Software Operator Job Notes 11f7/2016 6:51:00 PM
Scottstreitberger Forte v5.1, Design Engine:V6.5.1.1
Streitberger Home Design Judge Beam.4te
(503)936-7779
scott@streitbergerhomedesign.cam Page 1 of 3
MEMBER REPORT Judge Replacement Beam,Roof:Rush Beam PASSED
X11 F O R T E 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Overall Length: 18'1"
a
i
e,
17'6"
0 El
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location �—Allowed Result : LDF `Load:.Combination(Pattern) System:Roof
Member Reaction(lbs) 4667 @ 2" 7383(2.25") Passed(63%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam
Shear(lbs) 4052 @ 1'3 3/8" 13622 Passed(30%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential
Moment(Ft-lbs) 20565 @ 9'1/2" 30788 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Live Load Defl.(in) 0.479 @ 9'1/2" 0.592 Passed(L/445) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.834 @ 9'1/2" 0.887 Passed(L/255) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12
• Deflection criteria:LL(L/360)and TL(L/240).
• Bracing(Lu):All compression edges(top and bottom)must be braced at 14'9 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing Loads to Supports(lbs)
Supports ,; ,, Total; Available. Required Dead S qw Notal Accessories
1-Beam-DF 3.50" 2.25" 1.50" 2007 2713 4720 1 1/4"Rim Board
2-Beam-DF 3.50" 2.25" 1.50" 2007 2713 4720 1 1/4"Rim Board
• Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Tributary Dead Snow; '.
Loads Location(Side) Width (0.90) - (115) Comments
0-Self Weight(PLF) 1 1/4"to 17'11 N/A 18.2
3/4"
1-Uniform(PSF) 0 to 18'1"(Front) 1' 204.0 300.0 Roof
Weyerhaeuser Notes ?-,_ �I . . -' I [Z�SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 1 1/7/201 6 6:51:00 PM
Scott Streitberger Forte v5.1, Design Engine:V6.5.1.1
Streitberger Home Design Judge Beam.4te
(503)936-7779
scott@streitbergerhomedesign.com Page 2 of 3
MEMBER REPORT Judge Replacement Beam, Wall:Header PASSED
F O R T E " 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam
Overall Length:4'9"
* i
4'
El
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall
Member Reaction(lbs) 11198 @ 3" 16088(4.50") Passed(70%) -- 1.0 D+1.0 S(All Spans) Member Type:Header
Shear(lbs) 5304 @ 1'3" 11733 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Pos Moment(Ft-lbs) 10646 @ 2'4 1/2" 23244 Passed(46%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Live Load Defl.(in) 0.021 @ 2'4 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.036 @ 2'4 1/2" 0.213 Passed(L/999+) -- 1.0 D+1.0 S(All Spans)
• Deflection criteria:LL(L/360)and TL(L/240).
• Bracing(Lu):All compression edges(top and bottom)must be braced at 4'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=4'3".
•The effects of positive or negative camber have not been accounted for when calculating deflection.
•The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer.
•Applicable calculations are based on NDS.
Bearing' Loads to Supports(lbs) ,
Supports Total Available Required Dea ,d f Snow Total " Accessories
1-Trimmer-DF 4.50" 4.50" 3.13" 4755 6443 11198 None
2-Trimmer-DF 4.50" 4.50" 3.13" 4755 6443 11198 None
TributaryDead Snow'
Loads Location(Side) Width 110.90) (1 15) Comments
0-Self Weight(PLF) 0 to 4'9" N/A 14.0
1-Uniform(PSF) 0 to 4'9" 1' 1988.0 2713.0 Residential-Living
Areas
We)feChaeuser,Notes l e`, , (l)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 11/7/2016 6:51:00 PM
ScottStreitberger Forte v5.1, Design Engine:V6.5.1.1
Streitberger Home Design Judge Beam.4te
(503)936-7779
scott@streitbergerhomedesign.cam Page 3 of 3