HomeMy WebLinkAboutSTRUCTURAL CALCS - 23-00924 - 1110 Castle Pines Rd - New SFRSTRUCTURAL CALCULATIONS
FOR
11/30/23
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
McRae Home (TBD Castle Pines Road)
L16 B6 D2 Pine Brook Estates
Rexburg, 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 70 47 36 3290 12 22 12 0 91568 540 280 282 350
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 7438 15444 2836 8065 3545 8200 6320 18280 11610
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 3290 0 0 0 0 0
1 Y 0 18 0 0 0 0 0
2 Y 0 29 0 0 0 0 0
3 Y 0 17 0 0 0 0 0
4 Y 0 6 0 0 0 0 0
A X 0 7.5 0 0 0 0 0
B X 0 23.5 0 0 0 0 0
C X 0 16 0 0 0 0 0
D X 0 0 0 0 0 0 0
- X 0 0 0 0 0 0 0
Total Y 0 70 0 0 0 0 0
Total X 0 47 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 7438 0 0 0 0 0 1 2 3 4
1 0 1913 0 0 0 0 0 1913 0 0 0 1913
2 0 3082 0 0 0 0 0 3082 0 0 0 3082
3 0 1806 0 0 0 0 0 1806 0 0 0 1806
4 0 638 0 0 0 0 0 638 0 0 0 638
A 0 1187 0 0 0 0 0 1187 0 0 0 1187
B 0 3719 0 0 0 0 0 3719 0 0 0 3719
C 0 2532 0 0 0 0 0 2532 0 0 0 2532
D 0 0 0 0 0 0 0 0 0 0 0 0
- 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 14876 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 15301 0 0 0 15301 1 1913 0 0 0
2 24652 0 0 0 24652 2 3082 0 0 0
3 14451 0 0 0 14451 3 1806 0 0 0
4 5100 0 0 0 5100 4 638 0 0 0
A 9495 0 0 0 9495 A 1187 0 0 0
B 29753 0 0 0 29753 B 3719 0 0 0
C 20257 0 0 0 20257 C 2532 0 0 0
D 0 0 0 0 0 D #DIV/0! #DIV/0! #DIV/0! #DIV/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 18 0 0 0 1 4701 0 0 0
2 Y 29 0 0 0 2 7573 0 0 0
3 Y 17 0 0 0 3 4439 0 0 0
4 Y 6 0 0 0 4 1567 0 0 0
A X 7.5 0 0 0 A 1853 0 0 0
B X 23.5 0 0 0 B 5805 0 0 0
C X 16 0 0 0 C 3952 0 0 0
D X 0 0 0 0 D 0 0 0 0
- X 0 0 0 0 - 0 0 0 0
Total Y 70 0 0 0
Total X 47 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 6 Wall Type A 260
Level 1
Wall Height 8 ft V_wind=1853 lb V_EQ=1187 lb 0.7*V_EQ= 830.856lb
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 0.75 309 138 364 195 0.85 0.71 150 500 2470 1108 2035 673
b 3 0.75 309 138 364 195 0.85 0.71 150 500 2470 1108 2035 673
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 B Total Length 10.5 Wall Type C 490
Level 1
Wall Height 8 ft V_wind=5805 lb V_EQ=3719 lb 0.7*V_EQ= 2603.35lb
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 2.75 0.6875 553 248 686 337 0.81 0.74 300 500 4423 1984 3875 1436
b 4.25 1 553 248 686 490 0.81 0.51 300 500 4423 1984 3740 1301
c 3.5 0.875 553 248 686 429 0.81 0.58 300 500 4423 1984 3808 1369
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 13 Wall Type A 260
Level 1
Wall Height 8 ft V_wind=3952 lb V_EQ=2532 lb 0.7*V_EQ= 1772.49lb
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 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
b 7.5 1 304 136 364 260 0.84 0.52 150 500 2432 1091 1795 453
c 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0
d 5.5 1 304 136 364 260 0.84 0.52 150 500 2432 1091 1885 543
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 1 Total Length 27.5 Wall Type A 260
Level 1
Wall Height 8 ft V_wind=4701 lb V_EQ=1913 lb 0.7*V_EQ= 1338.87lb
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 13 1 171 49 364 260 0.47 0.19 150 500 1367 389 482 0
b 14.5 1 171 49 364 260 0.47 0.19 150 500 1367 389 415 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 15 Wall Type B 350
Level 1
Wall Height 8 ft V_wind=7573 lb V_EQ=3082 lb 0.7*V_EQ= 2157.06lb
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 15 1 505 144 490 350 1.03 0.41 240 500 4039 1150 2659 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 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 19 Wall Type A 260
Level 1
Wall Height 8 ft V_wind=4439 lb V_EQ=1806 lb 0.7*V_EQ= 1264.48lb
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 19 1 234 67 364 260 0.64 0.26 150 500 1869 532 714 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
Shear Line 4 Total Length 24 Wall Type A 260
Level 1
Wall Height 8 ft V_wind=1567 lb V_EQ=638 lb 0.7*V_EQ= 446.288lb
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 12 1 65 19 364 260 0.18 0.07 240 500 522 149 0 0
b 12 1 65 19 364 260 0.18 0.07 240 500 522 149 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
w (plf)
plf
w (plf)
plf
w (plf)
plf
w (plf)
plf
w (plf)
plf
w (plf)
plf
w (plf)
Level
Member Name Results Current Solution Comments
B1 Passed 2 piece(s) 2 x 10 DF No.2
B1_b Passed 2 piece(s) 2 x 10 DF No.2
B1_c Passed 2 piece(s) 2 x 10 DF No.2
B2 Passed 3 piece(s) 2 x 10 DF No.2
B3 Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
B5 Passed 2 piece(s) 2 x 10 DF No.2
B6 Passed 2 piece(s) 2 x 6 DF No.2
B6 5'Passed 2 piece(s) 2 x 8 DF No.2
B7 Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
B7 Girder Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
B8 Passed 1 piece(s) 11 7/8" TJI® 110 @ 16" OC
B8_b Passed 1 piece(s) 11 7/8" TJI® 110 @ 16" OC
B9 Passed 2 piece(s) 2 x 10 DF No.2
B11 Passed 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
B11_b Passed 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
23036
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6
File Name: 23036
Page 1 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2535 @ 0 2813 (1.50")Passed (90%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1768 @ 10 3/4"3830 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3750 @ 2' 11 1/2"4059 Passed (92%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.052 @ 2' 11 1/2"0.197 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.075 @ 2' 11 1/2"0.296 Passed (L/951)--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"775 1006 1760 2535 None
2 - Trimmer - DF 1.50"1.50"1.50"775 1006 1760 2535 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 11" o/c
Bottom Edge (Lu)5' 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 5' 11"N/A 7.0 ----
1 - Uniform (PSF)0 to 5' 11"17'15.0 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
Level, B1
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 2 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)958 @ 0 2813 (1.50")Passed (34%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)772 @ 10 3/4"3830 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2214 @ 4' 7 1/2"4059 Passed (55%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.073 @ 4' 7 1/2"0.308 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.108 @ 4' 7 1/2"0.463 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"310 370 647 958 None
2 - Trimmer - DF 1.50"1.50"1.50"310 370 647 958 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 3" o/c
Bottom Edge (Lu)9' 3" 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 9' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 9' 3"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
Level, B1_b
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 3 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2049 @ 0 2813 (1.50")Passed (73%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1505 @ 10 3/4"3830 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3457 @ 3' 4 1/2"4059 Passed (85%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.062 @ 3' 4 1/2"0.225 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.090 @ 3' 4 1/2"0.338 Passed (L/904)--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"631 810 1418 2049 None
2 - Trimmer - DF 1.50"1.50"1.50"631 810 1418 2049 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 9" 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"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
Level, B1_c
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 4 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4321 @ 4' 10"9844 (3.50")Passed (44%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3699 @ 3' 11 1/4"5744 Passed (64%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5111 @ 3' 6"6088 Passed (84%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 2' 7 11/16"0.156 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.037 @ 2' 7 5/8"0.233 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Member Pitch : 0/12
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 3.50"3.50"1.50"800 1032 1806 2607 Blocking
2 - Stud wall - DF 3.50"3.50"1.54"1315 1718 3006 4321 Blocking
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' o/c
Bottom Edge (Lu)5' 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 5'N/A 10.6 ----
1 - Uniform (PSF)0 to 5' (Front)11' 6"15.0 20.0 35.0 Roof
2 - Point (lb)3' 6" (Front)N/A 1200 1600 2800
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
Level, B2
3 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 5 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1936 @ 0 3938 (1.50")Passed (49%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1699 @ 1' 1 3/8"9081 Passed (19%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8831 @ 9' 1 1/2"20525 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.374 @ 9' 1 1/2"0.608 Passed (L/586)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.566 @ 9' 1 1/2"0.913 Passed (L/387)--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 1.50"1.50"1.50"658 730 1277 1936 None
2 - Trimmer - DF 1.50"1.50"1.50"658 730 1277 1936 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)16' 11" o/c
Bottom Edge (Lu)18' 3" 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 18' 3"N/A 12.1 ----
1 - Uniform (PSF)0 to 18' 3"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
Level, B3
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 6 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1808 @ 2"4219 (2.25")Passed (43%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1227 @ 1' 3/4"3830 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2582 @ 3' 1"4059 Passed (64%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.035 @ 3' 1"0.194 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.050 @ 3' 1"0.292 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
Member Pitch : 0/12
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.
5LP%RDUGLVDVVXPHGWRFDUU\DOOORDGVDSSOLHGGLUHFWO\DERYHLWE\SDVVLQJWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Snow Factored Accessories
1 - Stud wall - DF 3.50"2.25"1.50"576 740 1295 1871 1 1/4" Rim Board
2 - Stud wall - DF 3.50"2.25"1.50"576 740 1295 1871 1 1/4" Rim Board
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' o/c
Bottom Edge (Lu)6' 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)1 1/4" to 6' 3/4"N/A 7.0 ----
1 - Uniform (PSF)0 to 6' 2" (Front)12'15.0 20.0 35.0 Roof
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
Level, B5
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 7 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1224 @ 0 2813 (1.50")Passed (44%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)888 @ 7"1980 Passed (45%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1301 @ 2' 1 1/2"1475 Passed (88%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.049 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.064 @ 2' 1 1/2"0.213 Passed (L/802)--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"289 935 1224 None
2 - Trimmer - DF 1.50"1.50"1.50"289 935 1224 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 3" o/c
Bottom Edge (Lu)4' 3" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 4.2 --
1 - Uniform (PSF)0 to 4' 3"11'12.0 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
Level, B6
2 piece(s) 2 x 6 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 8 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1588 @ 0 2813 (1.50")Passed (56%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1167 @ 8 3/4"2610 Passed (45%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2184 @ 2' 9"2365 Passed (92%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.059 @ 2' 9"0.183 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.078 @ 2' 9"0.275 Passed (L/846)--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"378 1210 1588 None
2 - Trimmer - DF 1.50"1.50"1.50"378 1210 1588 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
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 5.5 --
1 - Uniform (PSF)0 to 5' 6"11'12.0 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
Level, B6 5'
2 piece(s) 2 x 8 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 9 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2654 @ 3 1/2"3938 (1.50")Passed (67%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2193 @ 1' 1"6318 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6054 @ 4' 10 1/4"11775 Passed (51%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.153 @ 4' 10 1/4"0.304 Passed (L/715)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.202 @ 4' 10 1/4"0.456 Passed (L/541)--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
$WKDQJHUVXSSRUWVWKH7RWDO%HDULQJGLPHQVLRQLVHTXDOWRWKHZLGWKRIWKHPDWHULDOWKDWLVVXSSRUWLQJWKHKDQJHU
ï6HH&RQQHFWRUJULGEHORZIRUDGGLWLRQDOLQIRUPDWLRQDQGRUUHTXLUHPHQWV
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Hanger on 9 1/2" DF beam 3.50"Hanger¹1.50"685 2136 2821 See note ¹
2 - Stud wall - DF 3.50"3.50"1.50"670 2081 2751 Blocking
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 4" o/c
Bottom Edge (Lu)9' 4" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d
Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)3 1/2" to 9' 7"N/A 9.7 --
1 - Uniform (PSF)0 to 9' 7" (Front)11'12.0 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
Level, B7
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 10 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2559 @ 2"7656 (3.50")Passed (33%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2195 @ 1' 1"6318 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2077 @ 1'11775 Passed (18%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.013 @ 2' 1 5/8"0.147 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.017 @ 2' 1 11/16"0.221 Passed (L/999+)--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"1.50"636 1923 2559 None
2 - Stud wall - DF 3.50"3.50"1.50"209 593 802 Blocking
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 9" o/c
Bottom Edge (Lu)4' 9" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 9"N/A 9.7 --
1 - Uniform (PSF)0 to 4' 9" (Front)2'12.0 40.0 Residential - Living
Areas
2 - Point (lb)1' (Front)N/A 685 2136 Linked from: B7,
Support 1
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
Level, B7 Girder
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 11 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)598 @ 2 1/2"1375 (3.50")Passed (43%)1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs)578 @ 3 1/2"1560 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2456 @ 8' 7 1/2"3160 Passed (78%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.321 @ 8' 7 1/2"0.421 Passed (L/630)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.417 @ 8' 7 1/2"0.842 Passed (L/484)--1.0 D + 1.0 L (All Spans)
7-3UR5DWLQJ 40 38 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
%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"1.75"138 460 598 Blocking
2 - Stud wall - DF 3.50"3.50"1.75"138 460 598 Blocking
7-,MRLVWVDUHRQO\DQDO\]HGXVLQJ0D[LPXP$OORZDEOHEUDFLQJVROXWLRQV
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 6" o/c
Bottom Edge (Lu)17' 3" o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 17' 3"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
Level, B8
1 piece(s) 11 7/8" TJI® 110 @ 16" OC
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 12 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1316 @ 7' 4"1935 (3.50")Passed (68%)1.00 1.0 D + 1.0 L (Adj Spans)
Shear (lbs)666 @ 7' 5 3/4"1716 Passed (39%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-2021 @ 7' 4"3160 Passed (64%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.192 @ 16' 8 7/16"0.424 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.249 @ 16' 8 1/2"0.848 Passed (L/816)--1.0 D + 1.0 L (Alt Spans)
7-3UR5DWLQJ 42 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).
Overhang deflection criteria: LL (2L/480) and TL (2L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
-268 lbs uplift at support located at 3' 1 3/4". Strapping or other restraint may be required.
A structural analysis of the deck has not been performed.
'HIOHFWLRQDQDO\VLVLVEDVHGRQFRPSRVLWHDFWLRQZLWKDVLQJOHOD\HURI:H\HUKDHXVHU(GJH3DQHO 6SDQ5DWLQJ WKDWLVJOXHGDQGQDLOHGGRZQ
$GGLWLRQDOFRQVLGHUDWLRQVIRUWKH7-3UR5DWLQJLQFOXGH 1RQH
%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"3.50"-7 343/-261 336/-268 Blocking
2 - Stud wall - DF 3.50"3.50"3.50"287 1029 1316 None
3 - Stud wall - DF 3.50"3.50"1.75"112 374/-1 486 Blocking
7-,MRLVWVDUHRQO\DQDO\]HGXVLQJ0D[LPXP$OORZDEOHEUDFLQJVROXWLRQV
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 6" o/c
Bottom Edge (Lu)3' 11" o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 24' 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
Level, B8_b
1 piece(s) 11 7/8" TJI® 110 @ 16" OC
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 13 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1989 @ 1 1/2"5625 (3.00")Passed (35%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1364 @ 1' 1/4"3330 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2988 @ 3' 3"3529 Passed (85%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.048 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.066 @ 3' 3"0.313 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 3.00"3.00"1.50"559 1430 1989 None
2 - Trimmer - DF 3.00"3.00"1.50"559 1430 1989 None
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 6' 6"11'15.0 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
Level, B9
2 piece(s) 2 x 10 DF No.2
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 14 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)739 @ 3 1/2"1969 (1.50")Passed (38%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)321 @ 1' 3 3/8"3948 Passed (8%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)646 @ 2' 1/2"8924 Passed (7%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.005 @ 2' 1/2"0.087 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.007 @ 2' 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
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.
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ï6HH&RQQHFWRUJULGEHORZIRUDGGLWLRQDOLQIRUPDWLRQDQGRUUHTXLUHPHQWV
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Hanger on 11 7/8" SPF beam 3.50"Hanger¹1.50"207 653 860 See note ¹
2 - Hanger on 11 7/8" SPF beam 3.50"Hanger¹1.50"207 653 860 See note ¹
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 6" o/c
Bottom Edge (Lu)3' 6" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger IUS1.81/9.5 2.00"N/A 8-10d 2-10dx1.5
2 - Face Mount Hanger IUS1.81/9.5 2.00"N/A 8-10d 2-10dx1.5
Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)3 1/2" to 3' 9 1/2"N/A 6.1 --
1 - Uniform (PSF)0 to 4' 1" (Front)8'12.0 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
Level, B11
1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 15 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1493 @ 16' 2"2461 (2.25")Passed (61%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1162 @ 15' 5/8"3948 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3060 @ 8' 8 3/8"8924 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.224 @ 8' 3 15/16"0.400 Passed (L/857)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.311 @ 8' 3 13/16"0.800 Passed (L/617)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
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.
5LP%RDUGLVDVVXPHGWRFDUU\DOOORDGVDSSOLHGGLUHFWO\DERYHLWE\SDVVLQJWKHPHPEHUEHLQJGHVLJQHG
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Plate on concrete - DF 3.50"2.25"1.50"207 524 731 1 1/4" Rim Board
2 - Stud wall - DF 3.50"2.25"1.50"392 1109 1501 1 1/4" Rim Board
0D[LPXPDOORZDEOHEUDFLQJLQWHUYDOVEDVHGRQDSSOLHGORDG
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)15' 7" o/c
Bottom Edge (Lu)16' 2" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)1 1/4" to 16' 2 3/4"N/A 6.1 --
1 - Uniform (PSF)0 to 16' 4" (Front)1' 6"12.0 40.0 Residential - Living
Areas
2 - Point (lb)15' 4" (Front)N/A 207 653 Linked from: B11,
Support 1
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
Level, B11_b
1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/1/2023 4:40:59 PM UTC
Brad Crookston
Bradley Crookston P.E. P.C
(435) 757-2906
brad@crookstondesigns.com
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
File Name: 23036
Page 16 / 16