HomeMy WebLinkAbout2023-5-3 Clayton Calcs (1)STRUCTURAL CALCULATIONS
FOR
05/03/23
BUILDING CODE:2018 IBC
LOADING:
Wind (Speed):115 mph
Wind (Exposure):C
Seismic Zone:0.600
0.200
Design Category:D
Roof Dead Load:15
Roof Live Load :20
Snow Load 35
Floor Dead Load:12
Floor Live Load:40
Crookston Custom Designs
1306 East 2500 North
North Logan, Utah 84341
Clayton Home (185 Timber Creek Dr.)
L10 B3 D1 Copper Heights
Madison County, Idaho
Ss=
S1=
psf
psf
psf + Drift
psf
psf
Building Information
# of Stories=1 Seismic Wind Pressures Projected
Roof Pitch 7 /12 Cs =0.08123 Walls 28.60 Min. Projected pressure
Joist Depth 1 ft Roof 10.13 10
Roof Over Hang 1 ft
Floor Height (ft) Width (ft) Depth (ft) Area (sf)
1 8 64 53 40 3392 12 22 12 0 93812 627 179 219 474
2 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0
4 0 NA 0 0 0 0 0
Seismic (lb)Wind (lb)
Floor Floor Roof Wall X Roof X Wall Y Roof Y 10psf X 10psf Y Max X Max Y
1 0 7620 17932 1813 6263 4801 8060 6930 19745 11064
2 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0
4 NA 0 0 0 0 0 0 0 0 0
Floor 1 Floor 2 Floor 3 Floor 4
Floor Roof Floor Roof Floor Roof Roof
Line / Total Direction 0 3392 0 0 0 0 0
1 Y 0 15 0 0 0 0 0
2 Y 0 25 0 0 0 0 0
3 Y 0 17 0 0 0 0 0
4 Y 0 7 0 0 0 0 0
A X 0 5 0 0 0 0 0
B X 0 12.75 0 0 0 0 0
C X 0 21.5 0 0 0 0 0
D X 0 13.75 0 0 0 0 0
- X 0 0 0 0 0 0 0
Total Y 0 64 0 0 0 0 0
Total X 0 53 0 0 0 0 0
Floor 1 Floor 2 Floor 3 Floor 4
Floor Roof Floor Roof Floor Roof Roof Floor Totals (lb)
Line / Total Lb 0 7620 0 0 0 0 0 1 2 3 4
1 0 1786 0 0 0 0 0 1786 0 0 0 1786
2 0 2977 0 0 0 0 0 2977 0 0 0 2977
3 0 2024 0 0 0 0 0 2024 0 0 0 2024
4 0 833 0 0 0 0 0 833 0 0 0 833
A 0 719 0 0 0 0 0 719 0 0 0 719
B 0 1833 0 0 0 0 0 1833 0 0 0 1833
C 0 3091 0 0 0 0 0 3091 0 0 0 3091
D 0 1977 0 0 0 0 0 1977 0 0 0 1977
- 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 15241 0 0 0 0 0
Vertical Distribution w*h Distributed Force (lb)
Floor 1 2 3 4 Floor
Line \ Height 8 8 8 8 Sum w*h Line 1 2 3 4
1 14288 0 0 0 14288 1 1786 0 0 0
2 23814 0 0 0 23814 2 2977 0 0 0
3 16193 0 0 0 16193 3 2024 0 0 0
4 6668 0 0 0 6668 4 833 0 0 0
A 5751 0 0 0 5751 A 719 0 0 0
B 14666 0 0 0 14666 B 1833 0 0 0
C 24730 0 0 0 24730 C 3091 0 0 0
D 15816 0 0 0 15816 D 1977 0 0 0
- 0 0 0 0 0 - #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Floor
Line / Total Direction Floor 1 Floor 2 Floor 3 Floor 4 Line 1 2 3 4
1 Y 15 0 0 0 1 4628 0 0 0
2 Y 25 0 0 0 2 7713 0 0 0
3 Y 17 0 0 0 3 5245 0 0 0
4 Y 7 0 0 0 4 2160 0 0 0
A X 5 0 0 0 A 1044 0 0 0
B X 12.75 0 0 0 B 2662 0 0 0
C X 21.5 0 0 0 C 4488 0 0 0
D X 13.75 0 0 0 D 2870 0 0 0
- X 0 0 0 0 - 0 0 0 0
Total Y 64 0 0 0
Total X 53 0 0 0
psf
Depth
Wind (ft)
Floor DL
(psf)
Roof DL
(psf)
Wall DL
(psf)
Floor
Weight
Roof
Weight
Area
Wall Y
Area
Roof Y
Area
Wall X
Area
Roof X
Seismic
Tributary (sf)
Seismic Load
(lb)Line
Total (lb)
Wind
Tributary (ft)
Shear Line A Total Length 14 Wall Type A 260
Level 1
8 ft V_wind=1044 lb V_EQ=719 lb 0.7*V_EQ= 503.235lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 4.5 1 75 36 364 260 0.20 0.14 250 500 596 288 0 0
b 5 1 75 36 364 260 0.20 0.14 250 500 596 288 0 0
c 4.5 1 75 36 364 260 0.20 0.14 250 500 596 288 0 0
d 0 1 0 0 0 0 0.00 0.00 250 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 250 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 250 500 0 0 0 0
Shear Line B Total Length 6 Wall Type B 350
Level 1
8 ft V_wind=2662 lb V_EQ=1833 lb 0.7*V_EQ= 1283.25lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 3 0.75 444 214 490 263 0.91 0.81 300 500 3549 1711 2979 1141
b 3 0.75 444 214 490 263 0.91 0.81 300 500 3549 1711 2979 1141
c 0 1 0 0 0 0 0.00 0.00 300 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 300 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 300 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 300 500 0 0 0 0
Shear Line C Total Length 12 Wall Type A 260
Level 1
8 ft V_wind=4488 lb V_EQ=3091 lb 0.7*V_EQ= 2163.91lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 3.5 0.875 374 180 364 228 1.03 0.79 150 500 2992 1443 2535 985
b 8.5 1 374 180 364 260 1.03 0.69 150 500 2992 1443 2310 760
c 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
Shear Line D Total Length 11.5 Wall Type A 260
Level 1
8 ft V_wind=2870 lb V_EQ=1977 lb 0.7*V_EQ= 1383.9lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 6.5 1 250 120 364 260 0.69 0.46 280 500 1997 963 1151 117
b 0 1 0 0 0 0 0.00 0.00 280 500 0 0 0 0
c 5 1 250 120 364 260 0.69 0.46 280 500 1997 963 1277 243
d 0 1 0 0 0 0 0.00 0.00 280 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 280 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 280 500 0 0 0 0
Shear Line 1 Total Length 39 Wall Type A 260
Level 1
8 ft V_wind=4628 lb V_EQ=1786 lb 0.7*V_EQ= 1250.23lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 25 1 119 32 364 260 0.33 0.12 150 500 949 256 0 0
b 14 1 119 32 364 260 0.33 0.12 150 500 949 256 19 0
c 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
Shear Line 2 Total Length 16 Wall Type B 350
Level 1
8 ft V_wind=7713 lb V_EQ=2977 lb 0.7*V_EQ= 2083.71lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 16 1 482 130 490 350 0.98 0.37 240 500 3856 1042 2404 0
b 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
c 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
d 0 1 0 0 0 0.00 0.00 240 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
Shear Line 3 Total Length 27.5 Wall Type B 350
Level 1
8 ft V_wind=5245 lb V_EQ=2024 lb 0.7*V_EQ= 1416.92lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 27.5 1 191 52 490 350 0.39 0.15 150 500 1526 412 0 0
b 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
c 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
plf
Wall Hight
w (plf)
plf
Wall Hight
w (plf)
plf
Wall Hight
w (plf)
plf
Wall Hight
w (plf)
plf
Wall Hight
w (plf)
plf
Wall Hight
w (plf)
plf
Wall Hight
w (plf)
Shear Line 4 Total Length 22 Wall Type A 260
Level 1
8 ft V_wind=2160 lb V_EQ=833 lb 0.7*V_EQ= 583.438lb
Loading Capacity Design Ratio Dead Load Uplift (lb) Net Uplift (lb)
Segment Length 2w/h v_Wind v_EQ v_Wind v_EQ Wind EQ P (lb) Wind EQ Wind EQ
a 11 1 98 27 364 260 0.27 0.10 240 500 785 212 0 0
b 11 1 98 27 364 260 0.27 0.10 240 500 785 212 0 0
c 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 240 500 0 0 0 0
plf
Wall Hight
w (plf)
Roof
Member Name Results Current Solution Comments
B1_a Passed 2 piece(s) 2 x 10 DF No.2
B1_b Passed 2 piece(s) 2 x 10 DF No.2
B2_a Passed 3 piece(s) 2 x 10 DF No.2
B2_b Passed 3 piece(s) 2 x 10 DF No.2
B2_c Passed 3 piece(s) 2 x 10 DF No.2
B4_a Passed 2 piece(s) 2 x 10 DF No.2
B5_b Passed 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Main
Member Name Results Current Solution Comments
B6 Passed 2 piece(s) 2 x 8 DF No.2
B7 Passed 2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL
B8 Passed 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
B9_a Passed 1 piece(s) 11 7/8" TJI® 210 @ 16" OC
B9_b Passed 1 piece(s) 11 7/8" TJI® 210 @ 16" OC
B9_c Passed 1 piece(s) 11 7/8" TJI® 210 @ 16" OC
23012
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5
File Name: 23012
Page 1 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2769 @ 0 2813 (1.50")Passed (98%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1867 @ 10 3/4"3830 Passed (49%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3808 @ 2' 9"4059 Passed (94%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.046 @ 2' 9"0.183 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.065 @ 2' 9"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"844 1100 1925 2769 None
2 - Trimmer - DF 1.50"1.50"1.50"844 1100 1925 2769 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Roof Live Snow
Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 5' 6"20'15.0 20.0 35.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B1_a
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 2 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2386 @ 0 2813 (1.50")Passed (85%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1753 @ 10 3/4"3830 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4027 @ 3' 4 1/2"4059 Passed (99%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.072 @ 3' 4 1/2"0.225 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.104 @ 3' 4 1/2"0.338 Passed (L/776)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"732 945 1654 2386 None
2 - Trimmer - DF 1.50"1.50"1.50"732 945 1654 2386 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)1' 4" o/c
Bottom Edge (Lu)6' 9" o/c
Dead Roof Live Snow
Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 9"N/A 7.0 ----
1 - Uniform (PSF)0 to 6' 9"14'15.0 20.0 35.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B1_b
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 3 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3495 @ 0 4219 (1.50")Passed (83%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2590 @ 10 3/4"5744 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6043 @ 3' 5 1/2"6088 Passed (99%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.076 @ 3' 5 1/2"0.231 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.110 @ 3' 5 1/2"0.346 Passed (L/757)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"1074 1383 2421 3495 None
2 - Trimmer - DF 1.50"1.50"1.50"1074 1383 2421 3495 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)1' 8" o/c
Bottom Edge (Lu)6' 11" o/c
Dead Roof Live Snow
Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 11"N/A 10.6 ----
1 - Uniform (PSF)0 to 6' 11"20'15.0 20.0 35.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B2_a
3 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 4 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3704 @ 0 4219 (1.50")Passed (88%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3068 @ 10 3/4"5744 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5696 @ 1' 10 1/2"6088 Passed (94%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.017 @ 1' 10 1/4"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.025 @ 1' 10 1/4"0.188 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"1125 1474 2579 3704 None
2 - Trimmer - DF 1.50"1.50"1.50"928 1211 2120 3048 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 9" o/c
Bottom Edge (Lu)3' 9" o/c
Dead Roof Live Snow
Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 10.6 ----
1 - Uniform (PSF)0 to 1' 10 1/2"14'15.0 20.0 35.0 Residential - Living
Areas
2 - Point (lb)1' 10 1/2"N/A 1620 2160 3780
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B2_b
3 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 5 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3222 @ 0 4219 (1.50")Passed (76%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2172 @ 10 3/4"5744 Passed (38%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)4430 @ 2' 9"6088 Passed (73%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.033 @ 2' 9"0.183 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.275 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Roof Live Snow Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"1118 880 1100 1925 3222 None
2 - Trimmer - DF 1.50"1.50"1.50"1118 880 1100 1925 3222 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Roof Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ------
1 - Uniform (PSF)0 to 5' 6"20'15.0 -20.0 35.0 Residential - Living
Areas
2 - Uniform (PSF)0 to 5' 6"8'12.0 40.0 --
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B2_c
3 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 6 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1130 @ 4"10313 (5.50")Passed (11%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)876 @ 1' 2 3/4"3830 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2719 @ 5' 5 1/2"4059 Passed (67%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.110 @ 5' 5 1/2"0.342 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.162 @ 5' 5 1/2"0.512 Passed (L/757)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
%ORFNLQJ3DQHOVDUHDVVXPHGWRFDUU\QRORDGVDSSOLHGGLUHFWO\DERYHWKHPDQGWKHIXOOORDGLVDSSOLHGWRWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Stud wall - DF 5.50"5.50"1.50"366 437 764 1130 Blocking
2 - Stud wall - DF 5.50"5.50"1.50"366 437 764 1130 Blocking
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 11" o/c
Bottom Edge (Lu)10' 11" o/c
Dead Roof Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 11"N/A 7.0 ----
1 - Uniform (PSF)0 to 10' 11" (Front)4'15.0 20.0 35.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B4_a
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 7 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5239 @ 1 1/2"7875 (3.00")Passed (67%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4263 @ 1' 7"12236 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)21615 @ 8' 6"35781 Passed (60%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.342 @ 8' 6"0.558 Passed (L/588)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.501 @ 8' 6"0.837 Passed (L/401)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Trimmer - DF 3.00"3.00"2.00"1669 2040 3570 5239 None
2 - Trimmer - DF 3.00"3.00"2.00"1669 2040 3570 5239 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 9" o/c
Bottom Edge (Lu)17' o/c
Dead Roof Live Snow
Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 17'N/A 16.3 ----
1 - Uniform (PSF)0 to 17'12'15.0 20.0 35.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Roof, B5_b
2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 8 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2153 @ 0 2813 (1.50")Passed (77%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1428 @ 8 3/4"2610 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2332 @ 2' 2"2365 Passed (99%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.040 @ 2' 2"0.144 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.052 @ 2' 2"0.217 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"506 1647 2153 None
2 - Trimmer - DF 1.50"1.50"1.50"506 1647 2153 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 11" o/c
Bottom Edge (Lu)4' 4" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 4"N/A 5.5 --
1 - Uniform (PSF)0 to 4' 4"19'12.0 40.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main, B6
2 piece(s) 2 x 8 DF No.2
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 9 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3478 @ 2"7656 (3.50")Passed (45%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2657 @ 10 3/4"4821 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6028 @ 3' 9 1/2"7115 Passed (85%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.217 @ 3' 9 1/2"0.242 Passed (L/402)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.284 @ 3' 9 1/2"0.363 Passed (L/306)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
%ORFNLQJ3DQHOVDUHDVVXPHGWRFDUU\QRORDGVDSSOLHGGLUHFWO\DERYHWKHPDQGWKHIXOOORDGLVDSSOLHGWRWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - DF 3.50"3.50"1.59"824 2654 3478 Blocking
2 - Stud wall - DF 3.50"3.50"1.59"824 2654 3478 Blocking
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 7" o/c
Bottom Edge (Lu)7' 7" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7' 7"N/A 7.4 --
1 - Uniform (PSF)0 to 7' 7" (Front)17' 6"12.0 40.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main, B7
2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 10 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2652 @ 2"3828 (3.50")Passed (69%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1978 @ 1' 3 3/8"3948 Passed (50%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6251 @ 5' 1/2"8924 Passed (70%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.193 @ 5' 1/2"0.325 Passed (L/607)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.254 @ 5' 1/2"0.488 Passed (L/461)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
%ORFNLQJ3DQHOVDUHDVVXPHGWRFDUU\QRORDGVDSSOLHGGLUHFWO\DERYHWKHPDQGWKHIXOOORDGLVDSSOLHGWRWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - DF 3.50"3.50"2.42"636 2017 2652 Blocking
2 - Stud wall - DF 3.50"3.50"2.42"636 2017 2652 Blocking
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 3" o/c
Bottom Edge (Lu)10' 1" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 10' 1"N/A 6.1 --
1 - Uniform (PSF)0 to 10' 1" (Front)10'12.0 40.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main, B8
1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 11 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1468 @ 24' 10"2145 (3.50")Passed (68%)1.00 1.0 D + 1.0 L (Adj Spans)
Shear (lbs)723 @ 24' 11 3/4"1821 Passed (40%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-2534 @ 24' 10"3795 Passed (67%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.261 @ 34' 4 11/16"0.451 Passed (L/829)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.318 @ 34' 6"0.901 Passed (L/680)--1.0 D + 1.0 L (Alt Spans)
7-3UR5DWLQJ 40 39 Passed ----
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Overhang deflection criteria: LL (2L/480) and TL (2L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
A structural analysis of the deck has not been performed.
'HIOHFWLRQDQDO\VLVLVEDVHGRQFRPSRVLWHDFWLRQZLWKDVLQJOHOD\HURI:H\HUKDHXVHU(GJH3DQHO 6SDQ5DWLQJ WKDWLVJOXHGDQGQDLOHGGRZQ
$GGLWLRQDOFRQVLGHUDWLRQVIRUWKH7-3UR5DWLQJLQFOXGH 1RQH
5LP%RDUGLVDVVXPHGWRFDUU\DOOORDGVDSSOLHGGLUHFWO\DERYHLWE\SDVVLQJWKHPHPEHUEHLQJGHVLJQHG
%ORFNLQJ3DQHOVDUHDVVXPHGWRFDUU\QRORDGVDSSOLHGGLUHFWO\DERYHWKHPDQGWKHIXOOORDGLVDSSOLHGWRWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.75"9 239/-202 248/-193 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"3.50"3.50"227 915 1142 None
3 - Stud wall - SPF 3.50"3.50"3.50"337 1132 1468 None
4 - Stud wall - SPF 3.50"3.50"3.50"131 479 610 Blocking
7-,MRLVWVDUHRQO\DQDO\]HGXVLQJ0D[LPXP$OORZDEOHEUDFLQJVROXWLRQV
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 2" o/c
Bottom Edge (Lu)4' 7" o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 44'16"12.0 40.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main, B9_a
1 piece(s) 11 7/8" TJI® 210 @ 16" OC
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 12 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1285 @ 9' 4"2145 (3.50")Passed (60%)1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs)699 @ 9' 5 3/4"1821 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)-2096 @ 9' 4"3795 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.234 @ 19' 3/8"0.449 Passed (L/920)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.300 @ 19' 3/4"0.898 Passed (L/719)--1.0 D + 1.0 L (Alt Spans)
7-3UR5DWLQJ 41 40 Passed ----
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
A structural analysis of the deck has not been performed.
'HIOHFWLRQDQDO\VLVLVEDVHGRQFRPSRVLWHDFWLRQZLWKDVLQJOHOD\HURI:H\HUKDHXVHU(GJH3DQHO 6SDQ5DWLQJ WKDWLVJOXHGDQGQDLOHGGRZQ
$GGLWLRQDOFRQVLGHUDWLRQVIRUWKH7-3UR5DWLQJLQFOXGH 1RQH
5LP%RDUGLVDVVXPHGWRFDUU\DOOORDGVDSSOLHGGLUHFWO\DERYHLWE\SDVVLQJWKHPHPEHUEHLQJGHVLJQHG
%ORFNLQJ3DQHOVDUHDVVXPHGWRFDUU\QRORDGVDSSOLHGGLUHFWO\DERYHWKHPDQGWKHIXOOORDGLVDSSOLHGWRWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - DF 3.50"2.25"1.75"23 234/-151 257/-127 1 1/4" Rim Board
2 - Stud wall - DF 3.50"3.50"3.50"297 989 1285 None
3 - Stud wall - DF 3.50"3.50"1.75"120 411/-10 531 Blocking
7-,MRLVWVDUHRQO\DQDO\]HGXVLQJ0D[LPXP$OORZDEOHEUDFLQJVROXWLRQV
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 4" o/c
Bottom Edge (Lu)5' 1" o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 27' 6"16"12.0 40.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main, B9_b
1 piece(s) 11 7/8" TJI® 210 @ 16" OC
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 13 / 14
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)628 @ 2 1/2"1134 (2.25")Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs)615 @ 3 1/2"1655 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2782 @ 9' 2"3795 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.358 @ 9' 2"0.448 Passed (L/601)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.465 @ 9' 2"0.896 Passed (L/462)--1.0 D + 1.0 L (All Spans)
7-3UR5DWLQJ 39 39 Passed ----
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
A structural analysis of the deck has not been performed.
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Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - DF 3.50"2.25"1.75"147 489 636 1 1/4" Rim Board
2 - Plate on concrete - DF 3.50"3.50"1.75"147 489 636 Blocking
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0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 4" o/c
Bottom Edge (Lu)18' 3" o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 18' 4"16"12.0 40.0 Residential - Living
Areas
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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main, B9_c
1 piece(s) 11 7/8" TJI® 210 @ 16" OC
ForteWEB Software Operator Job Notes 5/3/2023 6:44:56 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: 23012
Page 14 / 14