HomeMy WebLinkAboutSTRUCTURAL CALCULATIONS - M19-00051 - SDH Construction - 3921 Woodland Dr - New SFRSTRUCTURAL CALCULATIONS
FOR
06/25/19
BUILDING CODE:2015 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
1712 East 2450 North
North Logan, Utah 84341
Neffco Home (Woodland Drive)
Lot 4 Block 5 Div. 1, River Rock Estates
Rexburg, Idaho
Ss=
S1=
psf
psf
psf + Drift
psf
psf
Building Information
# of Stories=1 Seismic Wind Pressures Projected
Roof Pitch 6/12 Cs =0.08123 Walls 16.65 Min. Projected pressure
Joist Depth 1ft Roof 10.77 10
Roof Over Hang 1ft
Floor Height (ft) Width (ft) Depth (ft) Area (sf)
1 8 77 41 34 3157 12 22 12 0 88806 308 810 136 828
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 7214 5130 8720 2265 8913 11178 9638 13849 11178
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 3157 0 0 0 0 0
1 Y 0 22.5 0 0 0 0 0
2 Y 0 32.5 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 5.5 0 0 0 0 0
B X 0 20.5 0 0 0 0 0
C X 0 15 0 0 0 0 0
- X 0 0 0 0 0 0 0
- X 0 0 0 0 0 0 0
Total Y 0 79 0 0 0 0 0
Total X 0 41 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 7214 0 0 0 0 0 1 2 3 4
1 0 2055 0 0 0 0 0 2055 0 0 0 2055
2 0 2968 0 0 0 0 0 2968 0 0 0 2968
3 0 1552 0 0 0 0 0 1552 0 0 0 1552
4 0 639 0 0 0 0 0 639 0 0 0 639
A 0 968 0 0 0 0 0 968 0 0 0 968
B 0 3607 0 0 0 0 0 3607 0 0 0 3607
C 0 2639 0 0 0 0 0 2639 0 0 0 2639
- 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 14428 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 16436 0 0 0 16436 1 2055 0 0 0
2 23742 0 0 0 23742 2 2968 0 0 0
3 12419 0 0 0 12419 3 1552 0 0 0
4 5114 0 0 0 5114 4 639 0 0 0
A 7742 0 0 0 7742 A 968 0 0 0
B 28855 0 0 0 28855 B 3607 0 0 0
C 21114 0 0 0 21114 C 2639 0 0 0
- 0 0 0 0 0 - #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 22.5 0 0 0 1 3944 0 0 0
2 Y 32.5 0 0 0 2 5697 0 0 0
3 Y 17 0 0 0 3 2980 0 0 0
4 Y 7 0 0 0 4 1227 0 0 0
A X 5.5 0 0 0 A 1500 0 0 0
B X 20.5 0 0 0 B 5589 0 0 0
C X 15 0 0 0 C 4090 0 0 0
- X 0 0 0 0 - 0 0 0 0
- X 0 0 0 0 - 0 0 0 0
Total Y 79 0 0 0
Total X 41 0 0 0
psf
Depth
Wind (ft)
Floor DL
(psf)
Roof DL
(psf)
Wall DL
(psf)
Floor
Weight
Roof
Weight
Area
Wall X
Area
Roof X
Area
Wall Y
Area
Roof Y
Seismic
Tributary (sf)
Seismic Load
(lb)Line
Total (lb)
Wind
Tributary (ft)
Shear Line A Total Length 4 Wall Type B 350
Level 1
8ft V_wind=1500lb V_EQ=968lb 0.7*V_EQ= 677.392lb
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 0.5 375 169 490 175 0.77 0.97 150 500 2999 1355 2609 965
b 2 0.5 375 169 490 175 0.77 0.97 150 500 2999 1355 2609 965
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 8 Wall Type C 490
Level 1
8ft V_wind=5589lb V_EQ=3607lb 0.7*V_EQ= 2524.82lb
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 1 699 316 686 490 1.02 0.64 315 500 5589 2525 4864 1800
b 3.5 0.875 699 316 686 429 1.02 0.74 315 500 5589 2525 4958 1894
c 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
Shear Line C Total Length 18.5 Wall Type A 260
Level 1
8ft V_wind=4090lb V_EQ=2639lb 0.7*V_EQ= 1847.43lb
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 5.5 1 221 100 364 260 0.61 0.38 315 500 1769 799 949 0
b 13 1 221 100 364 260 0.61 0.38 315 500 1769 799 240 0
c 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
d 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
e 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
f 0 1 0 0 0 0 0.00 0.00 315 500 0 0 0 0
Shear Line 1 Total Length 30 Wall Type A 260
Level 1
8ft V_wind=3944lb V_EQ=2055lb 0.7*V_EQ= 1438.19lb
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 30 1 131 48 364 260 0.36 0.18 150 500 1052 384 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
Shear Line 2 Total Length 22 Wall Type A 260
Level 1
8ft V_wind=5697lb V_EQ=2968lb 0.7*V_EQ= 2077.39lb
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 22 1 259 94 364 260 0.71 0.36 150 500 2072 755 782 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 3 Total Length 22 Wall Type A 260
Level 1
8ft V_wind=2980lb V_EQ=1552lb 0.7*V_EQ= 1086.63lb
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 22 1 135 49 364 260 0.37 0.19 150 500 1084 395 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
Shear Line 4 Total Length 20 Wall Type A 260
Level 1
8ft V_wind=1227lb V_EQ=639lb 0.7*V_EQ= 447.437lb
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 10 1 61 22 364 260 0.17 0.09 150 500 491 179 0 0
b 10 1 61 22 364 260 0.17 0.09 150 500 491 179 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)
01: Roof
Member Name Results Current Solution Comments
B1_a Passed 2 Piece(s) 2 x 10 Douglas Fir-Larch No. 2
B1_b Passed 2 Piece(s) 2 x 10 Douglas Fir-Larch No. 2
B2_a Passed 3 Piece(s) 2 x 10 Douglas Fir-Larch No. 2
B2_b Passed 3 Piece(s) 2 x 10 Douglas Fir-Larch No. 2
B3_b Passed 2 Piece(s) 2 x 10 Douglas Fir-Larch No. 2
B4_a Passed 2 Piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL
B5_b Passed 2 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
B1_c Passed 2 Piece(s) 2 x 10 Douglas Fir-Larch No. 2
02: Main
Member Name Results Current Solution Comments
B6 Passed 2 Piece(s) 2 x 8 Douglas Fir-Larch No. 2
B7 Passed 1 Piece(s) 11 7/8" TJI® 110 @ 16" OC
B6_b Passed 2 Piece(s) 2 x 8 Douglas Fir-Larch No. 2
Forte.4te
JOB SUMMARY REPORT
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 1 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 844 1100 1925 3869 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 844 1100 1925 3869 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Roof, B1_aMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)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
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 2 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 732 945 1654 3331 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 732 945 1654 3331 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 1' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Roof, B1_bMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)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
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 3 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
3 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 1158 1500 2625 5283 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 1158 1500 2625 5283 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 3783 @ 0 4219 (1.50") Passed (90%) -- 1.0 D + 1.0 S (All Spans)
Shear (lbs) 2699 @ 10 3/4" 5744 Passed (47%) 1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs) 5911 @ 3' 1 1/2" 6088 Passed (97%) 1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in) 0.061 @ 3' 1 1/2" 0.208 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.088 @ 3' 1 1/2" 0.313 Passed (L/857) -- 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 4" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Roof, B2_aMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 3" N/A 10.6
1 - Uniform (PSF)0 to 6' 3" 24' 15.0 20.0 35.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 4 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
3 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 1125 1474 2579 5178 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 928 1211 2120 4259 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Roof, B2_bMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)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
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 5 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Stud wall - DF 5.50" 5.50" 1.50" 249 355 622 1226 Blocking
2 - Stud wall - SPF 3.50" 3.50" 2.27" 909 1135 1987 4031 Blocking
3 - Stud wall - DF 5.50" 5.50" 1.50" 355 461 807 1623 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 2895 @ 6' 4463 (3.50") Passed (65%) -- 1.0 D + 1.0 S (All Spans)
Shear (lbs) 1219 @ 6' 11" 3830 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs) -1913 @ 6' 4059 Passed (47%) 1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in) 0.027 @ 9' 10 7/16" 0.239 Passed (L/999+) -- 1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.038 @ 9' 10 13/16" 0.358 Passed (L/999+) -- 1.0 D + 1.0 S (Alt 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 13' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Roof, B3_bMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 13' 6" N/A 7.0
1 - Uniform (PSF)0 to 13' 6" (Front) 7' 15.0 20.0 35.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 6 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Stud wall - DF 5.50" 5.50" 1.65" 1116 1419 2484 5019 Blocking
2 - Stud wall - DF 5.50" 5.50" 1.65" 1116 1419 2484 5019 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 3599 @ 4" 12031 (5.50") Passed (30%) -- 1.0 D + 1.0 S (All Spans)
Shear (lbs) 2789 @ 1' 2 3/4" 7074 Passed (39%) 1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs) 8660 @ 5' 5 1/2" 12884 Passed (67%) 1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in) 0.266 @ 5' 5 1/2" 0.342 Passed (L/462) -- 1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.386 @ 5' 5 1/2" 0.512 Passed (L/319) -- 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' 11" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 11" o/c unless detailed otherwise.
Roof, B4_aMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 11" N/A 9.4
1 - Uniform (PSF)0 to 10' 11"
(Front)13' 15.0 20.0 35.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 7 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Trimmer - DF 3.00" 3.00" 1.50" 945 1110 1943 3998 None
2 - Trimmer - DF 3.00" 3.00" 1.50" 945 1110 1943 3998 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 2887 @ 1 1/2" 7875 (3.00") Passed (37%) -- 1.0 D + 1.0 S (All Spans)
Shear (lbs) 2500 @ 1' 2 7/8" 9081 Passed (28%) 1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs) 12995 @ 9' 3" 20525 Passed (63%) 1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in) 0.561 @ 9' 3" 0.608 Passed (L/391) -- 1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.834 @ 9' 3" 0.913 Passed (L/263) -- 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' 7" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 6" o/c unless detailed otherwise.
Roof, B5_bMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 6" N/A 12.1
1 - Uniform (PSF)0 to 18' 6" 6' 15.0 20.0 35.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 8 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Roof
Live Snow Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 327 390 682 1399 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 327 390 682 1399 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 1009 @ 0 2813 (1.50") Passed (36%) -- 1.0 D + 1.0 S (All Spans)
Shear (lbs) 824 @ 10 3/4" 3830 Passed (22%) 1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs) 2460 @ 4' 10 1/2" 4059 Passed (61%) 1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in) 0.090 @ 4' 10 1/2" 0.325 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.133 @ 4' 10 1/2" 0.488 Passed (L/880) -- 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 9' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Roof, B1_cMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Roof Live Snow
Loads Location (Side)Width (0.90)(non-snow: 1.25)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 9" N/A 7.0
1 - Uniform (PSF)0 to 9' 9" 4' 15.0 20.0 35.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 9 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 2 x 8 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total 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
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 4" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main, B6MEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)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
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 10 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
1 piece(s) 11 7/8" TJI® 110 @ 16" OC
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Stud wall - DF 3.50" 2.25" 1.75" 131 436 567 1 1/4" Rim Board
2 - Stud wall - DF 3.50" 2.25" 1.75" 131 436 567 1 1/4" Rim Board
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 559 @ 2 1/2" 1041 (2.25") Passed (54%) 1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs) 546 @ 3 1/2" 1560 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs) 2196 @ 8' 2" 3160 Passed (69%) 1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in) 0.260 @ 8' 2" 0.398 Passed (L/736) -- 1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.338 @ 8' 2" 0.796 Passed (L/566) -- 1.0 D + 1.0 L (All Spans)
TJ-Pro™ Rating 44 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 2" o/c unless detailed otherwise.
•A structural analysis of the deck has not been performed.
•Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down.
•Additional considerations for the TJ-Pro™ Rating include: None
Main, B7MEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Dead Floor Live
Loads Location (Side)Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 16' 4" 16" 12.0 40.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 11 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes
2 piece(s) 2 x 8 Douglas Fir-Larch No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - DF 1.50" 1.50" 1.50" 314 1000 1314 None
2 - Trimmer - DF 1.50" 1.50" 1.50" 314 1000 1314 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs) 1314 @ 0 2813 (1.50") Passed (47%) -- 1.0 D + 1.0 L (All Spans)
Shear (lbs) 931 @ 8 3/4" 2610 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs) 1642 @ 2' 6" 2365 Passed (69%) 1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in) 0.037 @ 2' 6" 0.167 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.048 @ 2' 6" 0.250 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main, B6_bMEMBER REPORT PASSED
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 technical 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 Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' N/A 5.5
1 - Uniform (PSF)0 to 5' 10' 12.0 40.0
Residential - Living
Areas
Forte v5.4, Design Engine: V7.1.1.3
6/26/2019 11:37:52 AM
Page 12 of 12
Forte.4te
Forte Software Operator
Brad Crookston
Crookston Custom Designs
(435) 757-2906
brad@crookstondesigns.com
Job Notes