Specifications (147) ` -TW(`-/- W3so 110 (7 cw Aum 4, 4 I ( 1
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams ill F fry' page
- Judith Souers
Location: Beam Nr.01 -Ceiling Bm at Great Rm/StairsSuntel Design /
Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd Suite 201 of
[2015 International Building Code(2012 NDS)1 pipr*:-42 - *Lake Oswego,OR 97035
3.5 IN x 10.5 IN x 10.25 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:10 PM
Section Inadequate By: Infinity%
Controlling Factor:Shear/Depth Required Infinity In.
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
RECEIVED
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B SEP 1 4 2017
Live Load 2688 lb 2082 lb
Dead Load 1008 lb 781 lb CITY OF TIC ARE
Total Load 3696 lb 2863 lb TR1 BUILDING DIVISION
Bearing Length Infinity in Infinity in
BEAM DATA Center w
Span Length 10.25 ft -- ,
Unbraced Length-Top 2 ft 10.25 ft
Unbraced Length-Bottom 10.25 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 360 plf
Uniform Dead Load 135 plf
MATERIAL PROPERTIES Beam Self Weight 0 plf
24F-V4-Visually Graded Western Species Total Uniform Load 495 plf
Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN
Bending Stress: Fb= 0 psi Controlled by:
Fbcmpr= 0 psi Fb_cmpr'= 0 psi Load Number One
Cd—=0.00 CI=0.00 Cv=0.00 Left Live Load 240 plf
Shear Stress: Fv= 0 psi Fv'= 0 psi Left Dead Load 90 plf
Cd=1.00 Right Live Load 240 plf
Modulus of Elasticity: E= 0 ksi E= 0 ksi Right Dead Load 90 plf
Comp.-L to Grain: Fc-1= 0 psi Fc--L'= 0 psi Load Start 0 ft
Load End 4.5 ft
Controlling Moment: 0 ft-lb Load Length 4.5 ft
Over left support of span 3(Right Span)
Created by combining all dead loads and live loads on span(s
Controlling Shear: 3696 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 0 in3 64.31 in3
Area(Shear): Infinity in2 36.75 in2
Moment of Inertia(deflection): 0 in4 337.64 in4
Moment: 0 ft-lb 0 ft-lb
Shear: 3696 lb 0 lb
NOTES
Prciect: Rockwell F-Alder_Windwood Homes_Annand Hill Beams page
—�- Judith Souers
Location: Beam Nr. 02-Roof Beam at Rear Patio �+py„ Suntel Design
Roof Beam 16865 Boones Ferry Rd Suite 201
[2015 International Building Code(2012 NDS)j of
Lake Oswego, OR 97035
3.5 IN x 9.25 IN x 10.5 FT
#1 -Hem-Fir(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:10 PM
Section Adequate By: 16.1%
Controlling Factor: Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.17 IN L/756
Dead Load 0.10 in
Total Load 0.26 IN L/476
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A
Live Load 1181 lb 1181 lb
Dead Load 694 lb 694 lb
Total Load 1875 lb 1875 lb
Bearing Length 1.32 in 1.32 in
BEAM DATA
Span Length 10.5 ft
Unbraced Length-Top 2 ft 10.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 6 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#1 -Hem-Fir(North) Roof Live Load: LL= 30 psf
Base Values Adiusted Roof Dead Load: DL= 15 psf
Bending Stress: Fb= 1000 psi Fb'= 1375 psi Tributary Width: TW= 1.5 ft
Cd=1.15 CI=1.00 CF=1.20 Side Two:
Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 15 psf
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Tributary Width: TW= 6 ft
Comp.1 to Grain: Fc-1= 405 psi Fc-1'= 405 psi
Wall Load: WALL= 0
Controlling Moment: 4923 ft-lb plf
5.25 ft from left support
Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Controlling Shear: -1875 lb Adjusted Beam Length: Ladj= 10.5 ft
At support. Beam Self Weight: BSW= 6 plf
Created by combining all dead and live loads. Beam Uniform Live Load: wL= 225 plf
Beam Uniform Dead Load: wD_adj= 132 plf
Comparisons with required sections: Rea'd Provided Total Uniform Load: wT= 357 plf
Section Modulus: 42.98 in3 49.91 in3
Area(Shear): 16.87 in2 32.38 in2
Moment of Inertia(deflection): 87.22 in4 230.84 in4
Moment: 4923 ft-lb 5717 ft-lb
Shear: -1875 lb 3599 lb
NOTES
Project: Rockwell F-Alder Windwood Homes_Annand Hill Beams k. r page
Judith Souers
Location: Beam Nr.03-Ceiling Bm at Garage , /
�"� Suntel Design
Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd Suite 201 of
[2015 International Building Code(2012 NDS)] `` . Lake Oswego, OR 97035
6.75 IN x 27.0 IN x 20.0 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:10 PM
Section Adequate By:45.2%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.22 IN L/1116
Dead Load 0.14 in
Total Load 0.35 IN L/686
Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360
REACTIONS A B 4
Live Load 11589 lb 9641 lb
Dead Load 7162 lb 5897 lb 1 2 3
Total Load 18751 lb 15538 lb TR1 1R3
Bearing Length 4.27 in 3.54 in -, . .,..,�... Yt{: ,.....w .,
BEAM DATA Center w
Span Length 20 ft
Unbraced Length-Top 1 ft 20 ft
Unbraced Length-Bottom 20 ft -
Live Load Duration Factor 1.00
Camber Adj. Factor 1
Camber Required 0.14 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 330 plf
Uniform Dead Load 124 plf
MATERIAL PROPERTIES Beam Self Weight 40 plf
24F-V4-Visually Graded Western Species Total Uniform Load 494 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by:
Load Number One Two Three Four
Fb_cmpr= 1850 psi Fb'= 2163 psi
Cd-=1.00 C1=1.00 Cv=0.90 Live Load 625 lb 1025 lb 625 lb 4025 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 400 lb 725 lb 400 lb 3025 lb
Cd=1.00 Location 3.25 ft 5.5 ft 7.75 ft 11.25 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp.-L to Grain: Fc-1= 650 psi Fc--I-'= 650 psi Load Number One Two Three Four
Left Live Load 760 plf 225 plf 760 plf 250 plf
Controlling Moment: 101866 ft-lb Left Dead Load 515 plf 100 plf 515 plf 150 plf
10.8 Ft from left support of span 2(Center Span) Right Live Load 760 plf 225 plf 760 plf 250 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 515 plf 100 plf 515 plf 150 plf
Controlling Shear: 18750 lb Load Start 0 ft 3.25 ft 7.75 ft 11.25 ft
At left support of span 2(Center Span) Load End 3.25 ft 7.75 ft 11.25 ft 20 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 3.25 ft 4.5 ft 3.5 ft 8.75 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 565.02 in3 820.13 in3
Area(Shear): 106.13 in2 182.25 in2
Moment of Inertia(deflection): 5814.31 in4 11071.69 in4
Moment: 101866 ft-lb 147860 ft-lb
Shear: 18750 lb 32198 lb
NOTES
Protect: Rockwell F-Alder_Windwood Homes_Annand Hill Beams k. g page
Judith Souers
Location: Beam Nr.04-Garage Door Header i,;y Suntel Design
Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd Suite 201 of
[2015 International Building Code(2012 NDS)] "' Lake Oswego, OR 97035
5.5 IN x 22.5 IN x 16.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:10 PM
Section Adequate By:25.4%
Controlling Factor: Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.20 IN L/1004
Dead Load 0.14 in
Total Load 0.34 IN L/579
Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360
REACTIONS A B 4
Live Load 8221 lb 7435 lb
Dead Load 5803 lb 5658 lb 1 2 3
Total Load 14024 lb 13093 lb TR1 TR3
Bearing Length 3.92 in 3.66 in Tf9.nua :. ..
BEAM DATA Center w
-
Span Length 16.5 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 16.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 0
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 90 plf
Uniform Dead Load 60 plf
MATERIAL PROPERTIES Beam Self Weight 27 plf
24F-V4-Visually Graded Western Species Total Uniform Load 177 plf
Base Values Adjusted POINT LOADS-CENTER SPAN
Bending Stress: Fb= 2400 psi Controlled by: Load Number
Fb_cmpr= 1850 psi Fb'= 2293 psi ne Two Three Four
Cd=1.00 Cv=0.96 Live Load 650 lb 1100 lb 650 lb 4550 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 430 lb 775 lb 430 lb 3475 lb
Cd=1.00 Location 1.5 ft 3.75 ft 6.08 ft 9.5 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Min. Mod. of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One Two Three Four
Comp.L to Grain: Fc-1= 650 psi Fc--L'= 650 psi Left Live Load 725 plf 225 plf 725 plf 375 plf
Left Dead Load 480 plf 100 plf 480 plf 300 plf
Controlling Moment: 70678 ft-lb Right Live Load 725 plf 225 plf 725 plf 375 plf
9.4 Ft from left support of span 2(Center Span) Right Dead Load 480 plf 100 plf 480 plf 300 plf
Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 1.5 ft 6.08 ft 9.5 ft
Controlling Shear: 14024 lb Load End 1.5 ft 6.08 ft 9.5 ft 16.5 ft
At left support of span 2(Center Span) Load Length 1.5 ft 4.58 ft 3.42 ft 7 ft
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Req'd Provided
Section Modulus: 369.95 in3 464.06 in3
Area(Shear): 79.38 in2 123.75 in2
Moment of Inertia(deflection): 3246.23 in4 5220.7 in4
Moment: 70678 ft-lb 88657 ft-lb
Shear: 14024 lb 21863 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams jr page
-�—^- Judith Souers
Design /
Location: Beam Nr.05-Alternate Front Porch Beam Suntel Design
Roof Beam 16865 Boones Ferry Rd Suite 201
[2015 International Building Code(2012 NDS)] of
5.5 IN x 13.5 IN x 18.0 FT w '.Lake Oswego, OR 97035
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:11 PM
Section Adequate By: 189.9%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.21 IN L/1031
Dead Load 0.17 in
Total Load 0.38 IN L/569
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A B
Live Load 1620 lb 1620 lb
Dead Load 1315 lb 1315 lb
Total Load 2935 lb 2935 lb
Bearing Length 0.82 in 0.82 in
BEAM DATA
Span Length 18 ft
Unbraced Length-Top 2 ft -A- raft4
Unbraced Length-Bottom 0 ft
Roof Pitch 5 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
24F-V4-Visually Graded Western Species Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 2400 psi Controlled by: Tributary Width: TW= 4 ft
Fbcmpr= 1850 psi Fb'= 2751 psi Side Two:
CCc/7=1.15_=1.15 C1=1.00 Cv=1.00 Roof Live Load: LL= 30 psf
Shear Stress: Fv= 265 psi Fv'= 305 psi Roof Dead Load: DL= 20 psf
Cd=1.15 Tributary Width: TW= 2 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Wall Load: WALL= 0
Comp.1 to Grain: Fc-1= 650 psi Fc-1-'= 650 psi plf
Controlling Moment: 13207 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
9.0 ft from left support Adjusted Beam Length: Ladj= 18 ft
Created by combining all dead and live loads. Beam Self Weight: BSW= 16 plf
Controlling Shear: -2935 lb Beam Uniform Live Load: wL= 180 plf
At support. Beam Uniform Dead Load: wD_adj= 146 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 326 plf
Comparisons with required sections: Req'd Provided
Section Modulus: 57.62 in3 167.06 in3
Area(Shear): 14.45 in2 74.25 in2
Moment of Inertia(deflection): 356.53 in4 1127.67 in4
Moment: 13207 ft-lb 38293 ft-lb
Shear: -2935 lb 15085 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams # page
Location: Beam Nr.05-Front Porch Beam Judith Souers /
Roof Beam w Suntel Design
[2015 International Building Code(2012 NDS)] trom
16865 Boones Ferry Rd Suite 201 of
"` « Lake Oswego,OR 97035
5.5 IN x 13.5 IN x 18.0 FT
~—
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:11 PM
Section Adequate By: 72.5%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.24 IN L/917
Dead Load 0.15 in
Total Load 0.38 IN L/563
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A B
Live Load 1620 lb 1620 lb
Dead Load 1019 lb 1019 lb
Total Load 2639 lb 2639 lb
Bearing Length 0.77 in 0.77 in
BEAM DATA
Span Length 18 ft
Unbraced Length-Top 2 ft raft
Unbraced Length-Bottom 0 ft
Roof Pitch 5 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#1 -Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 15 psf
Bending Stress: Fb= 1300 psi Fb'= 1472 psi Tributary Width: TW= 4 ft
Cd=1.15 CI=1.00 CF=0.99 Side Two:
Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 15 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 2 ft
Min. Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi
Comp. L to Grain: Fc-1-= 625 psi Fc-1'= 625 psi Wall Load: WALL= 0
Controlling Moment: 11878 ft-lb pit
9.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 18 ft
Controlling Shear: -2639 lb Beam Self Weight: BSW= 16 plf
At support. Beam Uniform Live Load: wL= 180 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 113 plf
Total Uniform Load: wT= 293 plf
Comparisons with required sections: Req'd Provided
Section Modulus: 96.83 in3 167.06 in3
Area(Shear): 20.25 in2 74.25 in2
Moment of Inertia(deflection): 360.72 in4 1127.67 in4
Moment: 11878 ft-lb 20492 ft-lb
Shear: -2639 lb 9677 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams 1 ,,; ' , page
Location: Beam Nr. 06-Header at Kitchen Judith Sowers /
Uniformly Loaded Floor Beam i Suntel Design
r.; 16865 Boones Ferry Rd Suite 201 or
[2015 International Building Code(2012 NDS)] - *^w Lake Oswego, OR 97035
5.5 IN x 11.25 IN x 4.5 FT
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:11 PM
Section Inadequate By: Infinity%
Controlling Factor:Shear/Depth Required Infinity In.
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 3526 lb 1554 lb
Dead Load 2360 lb 944 lb
Total Load 5886 lb 2498 lb
Bearing Length Infinity in Infinity in
BEAM DATA Center w
Span Length 4.5 ft iipiruai5,o;,.v:7,4F-"I.':m-ifF,t,;t;', .fga,zif>'W.?w:,q7,,-:yw„Awi:,egzwwi.,wfyf..wr.ww,!w,w,yws,,,w.www
Unbraced Length-Top 0 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#1 -Douglas-Fir-Larch(North)
Side 1 Side 2
Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf
Bending Stress: Fb= 0 psi Fb'= 0 psi Floor Dead Load FDL= 15 psf 15 psf
Cd=1.00 CF=1.00 Floor Tributary Width FTW= 8.5 ft 0 ft
Shear Stress: Fv= 0 psi Fv'= 0 psi
Cd=1.00 Point Live Load LL= 3550 lb
Modulus of Elasticity: E= 0 ksi E= 0 ksi Point Dead Load DL= 2550 lb
Comp. L to Grain: Fc--L= 0 psi Fc-1'= 0 psi Point Load Location @ 1 ft
Controlling Moment: 5607 ft-lb Wall Load WALL= 40 plf
2.25 ft from left support
Created by combining all dead and live loads. BEAM LOADING
Controlling Shear: 5886 lb Beam Total Live Load: wL= 340 plf
At support. Beam Total Dead Load: wD= 168 plf
Created by combining all dead and live loads. Beam Self Weight: BSW= 0 plf
Total Maximum Load: wT= 508 plf
Comparisons with required sections: Req'd Provided
Section Modulus: Infinity in3 116.02 in3
Area(Shear): Infinity in2 61.88 in2
Moment of Inertia(deflection): 0 in4 652.59 in4
Moment: 5607 ft-lb 0 ft-lb
Shear: 5886 lb 0 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams TM..vre page
Location: Beam Nr. 07-Header at Slider ..y " • Judith Souers
Multi-Loaded Multi-Span Beam _ ." ,: Suntel Design
[2015 International Building Code(2012 NDS)] 16865 Boones Ferry Rd Suite 201 or
5.125 IN x 10.5 IN x 6.5 FT __ Lake Oswego, OR 97035
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:11 PM
Section Adequate By:28.9%
Controlling Factor: Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.07 IN L/1133
Dead Load 0.04 in
Total Load 0.11 IN L/690
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
3
Live Load 3448 lb 4482 lb
2
Dead Load 2147 lb 2891 lb
Total Load 5595 lb 7373 lb
Bearing Length TRS;
1.68 in 2.21 in J.,< , .,. .,. ....,.x., s, ,. ,.. ,,,.0 ._
BEAM DATA Center "
Span Length 6.5 ft
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 6.5 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1
Camber Required 0.04 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 375 plf
Uniform Dead Load 140 plf
MATERIAL PROPERTIES Beam Self Weight 12 plf
24F-V4-Visually Graded Western Species Total Uniform Load 527 plf
Base Values Adjusted
Bending Stress: Fb= 2400 psi Controlled by: POINT LOADS-CENTER SPAN
Fb_cmpr= 1850 psi Fb'= 2395 psi Load Number One Two Three
Cd=1.00 C1=1.00 Live Load 1150 lb 975 lb 1775 lb
Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 825 lb 500 lb 1275 lb
Cd=1.00 Location 2.75 ft 3.42 ft 4.92 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp. L to Grain: Fc--L= 650 psi Fc-1'= 650 psi Load Number One Two Three
Left Live Load 30 plf 675 plf 30 plf
Controlling Moment: 13927 ft-lb Left Dead Load 60 plf 550 plf 60 plf
3.44 Ft from left support of span 2(Center Span) Right Live Load 30 plf 675 plf 30 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 60 plf 550 plf 60 plf
Controlling Shear: -7373 lb Load Start 0 ft 2.75 ft 4.92 ft
6.0 Ft from left support of span 2(Center Span) Load End 2.75 ft 4.92 ft 6.5 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 2.75 ft 2.17 ft 1.58 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 69.79 in3 94.17 in3
Area(Shear): 41.73 in2 53.81 in2
Moment of Inertia(deflection): 171.99 in4 494.4 in4
Moment: 13927 ft-lb 18794 ft-lb
Shear: -7373 lb 9507 lb
NOTES
k.
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams ;. page
r Judith Souers
Location: Beam Nr.08-Carrier Beam at Stairs g i _ Suntel Design
Uniformly Loaded Floor Beam 16865 Boones Ferry Rd Suite 201
[2015 International Building Code(2012 NDS)] °f
Lake Oswego, OR 97035
(4) 1.5 IN x 11.25 IN x 18.67 FT
"
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:12 PM
Section Adequate By: 19.9%
Controlling Factor: Moment
CAUTIONS
*Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.33 IN L/687
Dead Load 0.16 in
Total Load 0.48 IN L/463
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 3230 lb 964 lb
Dead Load 1380 lb 498 lb
Total Load 4610 lb 1462 lb 1
Bearing Length 1.23 in 0.39 in
BEAM DATA Center
Span Length 18.67 ft T .v..;
Unbraced Length-Top 0 ft 18.67 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#2-Douglas-Fir-Larch(North) Side 1 Side 2
Base Values Adiusted Floor Live Load FLL= 40 psf 40 psf
Bending Stress: Fb= 850 psi Fb'= 978 psi Floor Dead Load FDL= 15 psf 15 psf
Cd=1.00 CF=1.00 Cr-1.15 Floor Tributary Width FTW= 1 ft 1 ft
Shear Stress: Fv= 180 psi Fv'= 180 psi
Cd=1.00 Point Live Load LL= 2700 lb
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Point Dead Load DL= 1050 lb
Comp. L to Grain: Fc-1= 625 psi Fc-1'= 625 psi Point Load Location @ 1.5 ft
Controlling Moment: 8595 ft-lb Wall Load WALL= 0 plf
9.335 ft from left support
Created by combining all dead and live loads. BEAM LOADING
Controlling Shear: 4609 lb Beam Total Live Load: wL= 80 plf
At support. Beam Total Dead Load: wD= 30 plf
Created by combining all dead and live loads. Beam Self Weight: BSW= 14 plf
Total Maximum Load: wT= 124 plf
Comparisons with required sections: Req'd Provided
Section Modulus: 105.52 in3 126.56 in3
Area(Shear): 38.41 in2 67.5 in2
Moment of Inertia(deflection): 372.86 in4 711.91 in4
Moment: 8595 ft-lb 10310 ft-lb
Shear: 4609 lb 8100 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams j page
---- : Judith Souers
Location: Beam Nr.09-Upper Level Floor Beam over Garage , , Suntel Design /
Uniformly Loaded Floor Beam 16865 Boones Ferry Rd Suite 201 of
[2015 International Building Code(2012 NDS)] ,4'Lake Oswego,OR 97035
(2) 1.5 IN x 11.25 IN x 7.66 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:12 PM
Section Inadequate By: Infinity%
Controlling Factor:Shear/Depth Required Infinity In.
CAUTIONS
"Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 646 lb 608 lb
Dead Load 402 lb 374 lb
Total Load 1048 lb 982 lb 1
Bearing Length Infinity in Infinity in
BEAM DATA Center
Span Length 7.66 ft
Unbraced Length-Top 0 ft 7.66 ft
Floor Duration Factor 1.00 -
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#2-Douglas-Fir-Larch(North) Side 1 Side 2
Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf
Bending Stress: Fb= 0 psi Fb'= 0 psi Floor Dead Load FDL= 15 psf 15 psf
Cd=1.00 CF=1.00 Floor Tributary Width FTW= 0.7 ft 0.7 ft
Shear Stress: Fv= 0 psi Fv'= 0 psi
Cd=1.00 Point Live Load LL= 850 lb
Modulus of Elasticity: E= 0 ksi E'= 0 ksi Point Dead Load DL= 625 lb
Comp..1 to Grain: Fc-1= 0 psi Fc-1'= 0 psi Point Load Location @ 3.7 ft
Controlling Moment: 3339 ft-lb Wall Load WALL= 0 plf
3.83 ft from left support
Created by combining all dead and live loads. BEAM LOADING
Controlling Shear: 1048 lb Beam Total Live Load: wL= 53 plf
At support. Beam Total Dead Load: wD= 20 plf
Created by combining all dead and live loads. Beam Self Weight: BSW= 0 plf
Total Maximum Load: wT= 73 plf
Comparisons with required sections: Rea'd Provided
Section Modulus: Infinity in3 63.28 in3
Area(Shear): Infinity in2 33.75 in2
Moment of Inertia(deflection): 0 in4 355.96 in4
Moment: 3339 ft-lb 0 ft-lb
Shear: 1048 lb 0 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams I .= page
Location. Beam Nr. 10-Upper Level Floor Beam over Garage —_°"Judith Souers
g ..�� Suntel Design
Uniformly Loaded Floor Beam 16865 Boones Ferry Rd Suite 201
[2015 International Building Code(2012 NDS)] or
Lake Oswego, OR 97035
(3) 1.5 IN x 11.25 IN x 7.66 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:12 PM
Section Inadequate By: Infinity%
Controlling Factor:Shear/Depth Required Infinity In.
CAUTIONS
Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 1090 lb 1014 lb
Dead Load 729 lb 673 lb
Total Load 1819 lb 1687 lb 1
Bearing Length Infinity in Infinity in
BEAM DATA Center
Span Length 7.66 ft z#. ':.>�s . : .A , _.
Unbraced Length-Top 0 ft
-7.66 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#2-Douglas-Fir-Larch(North) Side 1 Side 2
Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf
Bending Stress: Fb= 0 psi Fb'= 0 psi Floor Dead Load FDL= 15 psf 15 psf
Cd=1.00 CF=1.00 Cr=1.15 Floor Tributary Width FTW= 0.7 ft 0.7 ft
Shear Stress: Fv= 0 psi Fv'= 0 psi
Cd=1.00 Point Live Load LL= 1700 lb
Modulus of Elasticity: E= 0 ksi E'= 0 ksi Point Dead Load DL= 1250 lb
Comp.-L to Grain: Fc---= 0 psi Fc--L'= 0 psi Point Load Location @ 3.7 ft
Controlling Moment: 6146 ft-lb Wall Load WALL= 0 plf
3.83 ft from left support
Created by combining all dead and live loads. BEAM LOADING
Controlling Shear: 1819 lb Beam Total Live Load: wL= 53 plf
At support. Beam Total Dead Load: wD= 20 plf
Created by combining all dead and live loads. Beam Self Weight: BSW= 0 plf
Total Maximum Load: wT= 73 plf
Comparisons with required sections: Req'd Provided
Section Modulus: Infinity in3 94.92 in3
Area(Shear): Infinity in2 50.63 in2
Moment of Inertia(deflection): 0 in4 533.94 in4
Moment: 6146 ft-lb 0 ft-lb
Shear: 1819 lb 0 lb
NOTES
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams I A page
Location: Beam Nr. 11 -Upper Level Floor Beam at Dormer over Garage x Judith Sowers
Multi-Loaded Multi-Span Beam Suntel Design /
[2015 International Building Code(2012 NDS)] 16865 Boones Ferry Rd Suite 201 of
Lake Oswego, OR 97035
5.5 IN x 13.5 IN x 7.66 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:12 PM
Section Inadequate By: Infinity%
Controlling Factor: Shear/Depth Required Infinity In.
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A
Live Load 4529 lb 4027 lb
Dead Load 3402 lb 2958 lb
Total Load 7931 lb 6985 lb
, TFtt
Bearing Length Infinity in Infinity in
BEAM DATA Center
Span Length 7.66 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 7.66 ft
Live Load Duration Factor 1.00
Camber Adj. Factor 1.5
Camber Required 0 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 40 plf
Uniform Dead Load 15 plf
MATERIAL PROPERTIES Beam Self Weight 0 plf
24F-V4-Visually Graded Western Species Total Uniform Load 55 plf
Base Values Adjusted
Bending Stress: Fb= 0 psi Controlled by: POINT LOADS-CENTER SPAN
Load Number One
Fb_cmpr= 0 psi Fb'= 0 psi
Cd—=1.00 Live Load 7250 lb
Shear Stress: Fv= 0 psi Fv'= 0 psi Dead Load 5425 lb
Cd=1.00 Location 3.66 ft
Modulus of Elasticity: E= 0 ksi E'= 0 ksi TRAPEZOIDAL LOADS-CENTER SPAN
Comp.1 to Grain: Fc-1= 0 psi Fc-1'= 0 psi Load Number One Two
Left Live Load 420 plf 40 plf
Controlling Moment: 26950 ft-lb Left Dead Load 380 plf 15 plf
3.68 Ft from left support of span 2(Center Span) Right Live Load 420 plf 40 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 380 plf 15 plf
Controlling Shear: 7931 lb Load Start 1.66 ft 3.66 ft
At left support of span 2(Center Span) Load End 3.66 ft 7.66 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 2 ft 4 ft
Comparisons with required sections: Req'd Provided
Section Modulus: Infinity in3 167.06 in3
Area(Shear): Infinity in2 74.25 in2
Moment of Inertia(deflection): 0 in4 1127.67 in4
Moment: 26950 ft-lb 0 ft-lb
Shear: 7931 lb 0 lb
NOTES
14
Pro}ect: Rockwell F-Alder Windwood Homes_Annand Hill Beams li, + W1 ` iiii page
Location: Beam Nr.12-Entry Deck Beam "Fr- /"'''.1"`-'" Judith Souers
Uniformly Loaded Floor Beam ,� Suntel Design
16865 Boones Ferry Rd Suite 201 of
[2015 International Building Code(2012 NDS)] `-" Lake Oswego,OR 97035
5.5 INx11.25INx16.0FT "—'
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:13 PM
Section Inadequate By: Infinity%
Controlling Factor: Shear/Depth Required Infinity In.
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 2639 lb 1221 lb
Dead Load 1376 lb 484 lb
Total Load 4015 lb 1705 lb 1
Bearing Length Infinity in Infinity in
BEAM DATA Center
Span Length 16 ft '•,,,. �. . .,. r,,CC. ;., _u :41,:„1 , .r .:,.- r- ;
Unbraced Length-Top 0 ft 16 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#1 -Douglas-Fir-Larch(North) Side 1 Side 2
Base Values Adiusted Floor Live Load FLL= 40 psf 40 psf
Bending Stress: Fb= 0 psi Fb'= 0 psi Floor Dead Load FDL= 15 psf 15 psf
Cd=1.00 CF=1.00 Floor Tributary Width FTW= 0 ft 3.5 ft
Shear Stress: Fv= 0 psi Fv'= 0 psi
Cd=1.00 Point Live Load LL= 1620 lb
Modulus of Elasticity: E= 0 ksi E'= 0 ksi Point Dead Load DL= 1020 lb
Comp.-1-to Grain: Fc-L= 0 psi Fc--L'= 0 psi Point Load Location @ 1 ft
Controlling Moment: 7550 ft-lb Wall Load WALL= 0 plf
8.0 ft from left support
Created by combining all dead and live loads. BEAM LOADING
Controlling Shear: 4015 lb Beam Total Live Load: wL= 140 plf
At support. Beam Total Dead Load: wD= 53 plf
Created by combining all dead and live loads. Beam Self Weight: BSW= 0 plf
Total Maximum Load: wT= 193 plf
Comparisons with required sections: Req'd Provided
Section Modulus: Infinity in3 116.02 in3
Area(Shear): Infinity in2 61.88 in2
Moment of Inertia(deflection): 0 in4 652.59 in4
Moment: 7550 ft-lb 0 ft-lb
Shear: 4015 lb 0 lb
NOTES
I
44
Project: Rockwell F-Alder_Windwood Homes_Annand Hill Beams ',... Page
Judith Souers
Location: Floor Joists over Garage , > , Suntel Design
Floor Joist 16865 Boones Ferry Rd Suite 201
[2015 International Building Code(2012 NDS)] *= °t
(2) 1.5lNx11.25lNx7.66FT @16 O.C. "
r ' ° Lake Oswego, OR 97035
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 9/14/2017 12:22:13 PM
Section Inadequate By: Infinity%
Controlling Factor:Shear/Depth Required Infinity In.
CAUTIONS
"Properly connect sheathing to double joists/rafters or fully laminate to transfer diaphragm forces.
DEFLECTIONS LOADING DIAGRAM
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360
REACTIONS A B
Live Load 758 lb 711 lb
Dead Load 515 lb 478 lb
Total Load 1273 lb 1189 lb a
Bearing Length Infinity in Infinity in
SUPPORT LOADS A B
Live Load 569 plf 533 plf a,', P" +s�. , t u u 41. ,':sem.' t t. a r'7 3.'' Y ''.. P`t ''
Dead Load 386 plf 359 plf ? 7.66 ft
Total Load 955 plf 892 plf
MATERIAL PROPERTIES
#2-Douglas-Fir-Larch(North) JOIST DATA Center
Base Values Adjusted Span Length 7.66 ft
Bending Stress: Fb= 0 psi Fb'= 0 psi Unbraced Length-Top 0 ft
Cd=1.00 CF=1.00 Cr=1.15 Unbraced Length-Bottom 0 ft
Shear Stress: Fv= 0 psi Fv'= 0 psi Floor sheathing applied to top of joists-top of joists fully braced.
Cd=1.00 Floor Duration Factor 1.00
Modulus of Elasticity: E= 0 ksi E'= 0 ksi
Comp.L to Grain: Fc-1-= 0 psi Fc-1-'= 0 psi JOIST LOADING
Uniform Floor Loading Center
Controlling Moment: 4153 ft-lb Live Load LL= 40 psf
3.68 Ft from left support of span 2(Center Span) Dead Load DL= 15 psf
Created by combining all dead loads and live loads on span(s)2 Total Load TL= 55 psf
Controlling Shear: 1273 lb TL Adj. For Joist Spacing wT= 73.3 plf
At left support of span 2(Center Span) Wall Loading
Created by combining all dead loads and live loads on span(s)2 Wall One
Live Load(-L to Joists): L1 = 795 plf
Comparisons with required sections: Req'd Provided Dead Load( l to Joists):D1 = 630 plf
Section Modulus: Infinity in3 63.28 in3 Load Location X1 = 3.66 ft
Area(Shear): Infinity int 33.75 in2
Moment of Inertia(deflection): 0 in4 355.96 in4
Moment: 4153 ft-lb 0 ft-lb
Shear: 1273 lb 0 lb
NOTES