Specifications (142) M/31. - 00311
Project: Hazel B_Lot 12 Armand Beams I page
VO� `a� 5 -- Steve Iryine
Location: Beam Nr. 01 -Garage Door Header *.
CT6L� 16865 Design
Roof Beam 16865 Boones Ferry Rd.,Suite 201 of
[2015 International Building Code(2015 NDS)] P/N "' Lake Oswego, Oregon 97035
3.5 IN x 11.25 IN x 16.5 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM
Section Adequate By:61.4%
Controlling Factor: Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.15 IN L/1315
Dead Load 0.15 in
Total Load 0.30 IN L/655
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A
Live Load 495 lb 495 lb
Dead Load 499 lb 499 lb
Total Load 994 lb 994 lb
Bearing Length 0.45 in 0.45 in
BEAM DATA
Span Length 16.5 ft
Unbraced Length-Top 0 ft 16.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 10 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 850 psi Fb'= 1075 psi Tributary Width: TW= 1 ft
Cd=1.15 CF=1.10 Side Two:
Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1 ft
Comp.-L to Grain: Fc- L= 625 psi Fc- L'= 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 4098 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
8.25 ft from left support Adjusted Beam Length: Ladj= 16.5 ft
Created by combining all dead and live loads. Beam Self Weight: BSW= 8 plf
Controlling Shear: -994 lb Beam Uniform Live Load: wL= 60 plf
At support. Beam Uniform Dead Load: wD_adj= 60 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 120 plf
Comparisons with required sections: Req'd Provided
Section Modulus: 45.74 in3 73.83 in3
Area(Shear): 7.2 in2 39.38 in2
Moment of Inertia(deflection): 114.1 in4 415.28 in4
Moment: 4098 ft-lb 6615 ft-lb
Shear: -994 lb 5434 lb
NOTES
Project: Hazel B_Lot 12 Annand Beams page
Steve Irvine
Location: Beam Nr.02-Roof Beam at Entry iY �� Suntel Design
Roof Beam 16865 Boones Ferry Rd., Suite 201 of
[2015 International Building Code(2015 NDS)] "" _t Lake Oswego, Oregon 97035
3.5 IN x 7.25 IN x 10.0 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM
Section Adequate By:28.9%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.13 IN L/903
Dead Load 0.12 in
Total Load 0.25 IN L/471
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A
Live Load 525 lb 525 lb
Dead Load 483 lb 483 lb
Total Load 1008 lb 1008 lb
Bearing Length 0.46 in 0.46 in
BEAM DATA
Span Length 10 ft
Unbraced Length-Top 0 ft loft
Unbraced Length-Bottom 0 ft
Roof Pitch 10 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 850 psi Fb'= 1271 psi Tributary Width: TW= 1.5 ft
Cd=1.15 CF=1.30 Side Two:
Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 2 ft
Comp.-L to Grain: Fc- L= 625 psi Fc--- = 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 2519 ft-lb
5.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 10 ft
Controlling Shear: 1008 lb Beam Self Weight: BSW= 5 plf
At support. Beam Uniform Live Load: wL= 105 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 97 plf
Total Uniform Load: wT= 202 plf
Comparisons with required sections: Rea'd Provided
Section Modulus: 23.79 in3 30.66 in3
Area(Shear): 7.3 in2 25.38 in2
Moment of Inertia(deflection): 42.5 in4 111.15 in4
Moment: 2519 ft-lb 3247 ft-lb
Shear: 1008 lb 3502 lb
NOTES
Project: Hazel B_Lot 12 Armand Beams page
7 x StIrvine
Location: Beam Nr. 03-Silder ar Great Room Header , ti w eve •
Suntel Design
Roof Beam 16865 Boones Ferry Rd., Suite 201 of
[2015 International Building Code(2015 NDS)] Lake Oswego, Oregon 97035
5.5 IN x 11.25 IN x 6.5 FT
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM
Section Adequate By: 91.5%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.03 IN L/2759
Dead Load 0.02 in
Total Load 0.05 IN L/1565
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A_
Live Load 2389 lb 2389 lb
Dead Load 1823 lb 1823 lb
Total Load 4212 lb 4212 lb
Bearing Length 1.23 in 1.23 in
BEAM DATA
Span Length 6.5 ft
Unbraced Length-Top 0 ft 6.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 6 :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= 20 psf
Bending Stress: Fb= 1300 psi Fb'= 1495 psi Tributary Width: TW= 1.5 ft
Cd=1.15 CF=1.00 Side Two:
Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 23 ft
Comp. L to Grain: Fc- L= 625 psi Fc--- = 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 6844 ft-lb
3.25 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 6.5 ft
Controlling Shear: 4212 lb Beam Self Weight: BSW= 13 plf
At support. Beam Uniform Live Load: wL= 735 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 561 plf
Total Uniform Load: wT= 1296 plf
Comparisons with required sections: Read Provided
Section Modulus: 54.94 in3 116.02 in3
Area(Shear): 32.32 in2 61.88 in2
Moment of Inertia(deflection): 75.06 in4 652.59 in4
Moment: 6844 ft-lb 14454 ft-lb
Shear: 4212 lb 8064 lb
NOTES
•
Project: Hazel B_Lot 12 Armand Beams ,. page
Steve Irvine /
Location: Beam Nr. 04-Roof Beam at Entry . � Suntel Design
Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd., Suite 201
[2015 International Building Code(2015 NDS)] ;��' of
Lake Oswego, Oregon 97035
3.5 IN x 7.25 IN x 5.0 FT
`_
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM
Section Adequate By: 133.2%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.02 IN L/3872
Dead Load 0.01 in
Total Load 0.03 IN L/2110
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 362 lb 704 lb
Dead Load 284 lb 602 lb
Total Load 646 lb 1306 lb
Bearing Length 0.30 in 0.60 in
BEAM DATA Center TR1 „,.,; s ,.. _.,. ,.... R2.,_,._.,.,
Span Length 5 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 0 plf
#2-Douglas-Fir-Larch(North) Uniform Dead Load 0 plf
Base Values Adiusted Beam Self Weight 5 plf
Bending Stress: Fb= 850 psi Fb'= 1105 psi Total Uniform Load 5 plf
Cd=1.00 CF=1.30
Shear Stress: Fv= 180 psi Fv'= 180 psi POINT LOADS-CENTER SPAN
Cd=1.00 Load Number ne
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Live Load 450 lb
Comp.1 to Grain: Fc-1= 625 psi Fc- = 625 psi Dead Load 450 lb
Location 4 ft
Controlling Moment: 1157 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN
3.6 Ft from left support of span 2(Center Span) Load Number One Two
Created by combining all dead loads and live loads on span(s)2 Left Live Load 105 plf 195 plf
Controlling Shear: -1306 lb Left Dead Load 70 plf 130 plf
At right support of span 2(Center Span) Right Live Load 105 plf 195 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 70 plf 130 plf
Load Start Oft 4 ft
Comparisons with required sections: Req'd Provided Load End 4 ft 5 ft
Section Modulus: 12.56 in3 30.66 in3 Load Length 4 ft 1 ft
Area(Shear): 10.88 in2 25.38 in2
Moment of Inertia(deflection): 12.64 in4 111.15 in4
Moment: 1157 ft-lb 2823 ft-lb
Shear: -1306 lb 3045 lb
NOTES
page
Prclect: Hazel B_Lot 12 Annand Beams t :3
Location: Beam Nr. 05-Rear Deck Beam Steve Irvine
1 3� 'Suntel Design /
Uniformly Loaded Floor Beam 16865 Boones Ferry Rd., Suite 201 of
[2015 International Building Code(2015 NDS)] '""'` '-.1-.1t4 Lake Oswego,Oregon 97035
3.5 INx9.25INx8.5FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM
Section Adequate By: 14.7%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.11 IN U930
Dead Load 0.02 in
Total Load 0.13 IN L/784
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A_
Live Load 1466 lb 1466 lb
Dead Load 274 lb 274 lb
Total Load 1740 lb 1740 lb
Bearing Length 0.80 in 0.80 in
BEAM DATA Center
Span Length 8.5 ft
Unbraced Length-Top 0 ft 8.5 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= 60 psf 0 psf
Bending Stress: Fb= 850 psi Fb'= 1020 psi Floor Dead Load FDL= 10 psf 0 psf
Cd=1.00 CF=1.20 Floor Tributary Width FTW= 5.8 ft 0 ft
Shear Stress: Fv= 180 psi Fv'= 180 psi
Cd=1.00 Wall Load WALL= 0 plf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING
Comp.-L to Grain: Fc- = 625 psi Fc- = 625 psi Beam Total Live Load: wL= 345 plf
Controlling Moment: 3697 ft Ib Beam Total Dead Load: wD= 58 plf
4.25 ft from left support Beam Self Weight: BSW= 7 plf
Created by combining all dead and live loads. Total Maximum Load: wT= 409 plf
Controlling Shear: -1740 lb
At support.
Created by combining all dead and live loads.
Comparisons with required sections: Req'd Provided
Section Modulus: 43.5 in3 49.91 in3
Area(Shear): 14.5 in2 32.38 in2
Moment of Inertia(deflection): 89.37 in4 230.84 in4
Moment: 3697 ft-lb 4242 ft-lb
Shear: -1740 lb 3885 lb
NOTES