REV1 REVIEWED BLD2022-1742+Structural_Calculations+5.31.2023_12.59.48_PM+3578796REVISION
May 31 2023
BLD2022-1742
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
....,...,.,
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMEPARTMENT
?.'
SUPPLEMENTAL
STRUCTURAL CALCULATIONS
TSEHAY RESIDENCE AFH CONVERSION
8907 192nd St SW
Edmonds, Washington
PROJECT NO.: 22-220
5/23/2023
DATE: May 23, 2023
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ENGINEERING
AM ENGINEERING PLLC
4311 11th Avenue NE, Suite 500
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
DESIGN LOADS
ROOF SNOW 25 PSF
ROOF DL 12 PSF
FLOOR LL 40 PSF
FLOOR DL 15 PSF
DECK LL 60 PSF
DECK DL 12 PSF
SOIL BEARING 1500 PSF (ASSUMED)
CARPFNTRY
POST - 6X, 8X DOUG-FIR #1, Fb = 1200 PSI
FRAMING - 2X, 4X HEM -FIR #2, Fb = 850 PSI
GLU-LAM 24F-V4
LSL Fb = 2325 PSI, E = 1.55E6
1
DN
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REMOVE (E) RIDGE
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ROOF FRAMING PLAN
2
-iAI
FORTE YY EB MEMBER REPORT PASSED
Roof, Roof Beam RBI
1 piece(s) 3 1/2" x 9" 24F-V8 DF Glulam
Overall Length: 15 1
t 1d 6
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
1398 @ 3 1/2"
3413 (1.50")
Passed (41%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
1337 @ 1' 1/2"
6400
Passed (21%)
1.15
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft-Ibs)
7543 @ 7'
10868
Passed (69%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl.(in)
0.426 @ 7'5 15/16"
0.731
Passed (L/412)
1.0 D + 1.0 S (All Spans)
Total Load Defl.(in)
0.651 @ 7'5 15/16"
1 0.975
1 Passed (L/270)
1
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/240) and TL (L/180).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 14' 7 1/2".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Factored
1 - Hanger on 9" HF beam
3.50"
Hanger'
1.50"
498
922
1420
See note'
2 - Stud wall - HF
3.50"
3.50"
1 1.50"
457
833
1290
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
14' 10" o/c
Bottom Edge (Lu)
14' 10" o/c
-Maximum allowable bracing intervals based on applied load.
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1- Face Mount Hanger
LSSR41OZ
1.88"
N/A
22-16dx2.5
18-16dx2.5
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Loads ,
Location (Side)
Tributary Width
Dead
(0.90)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
3 1/2" to 15' 1"
N/A
7.7
--
1 - Uniform (PSF)
0 to 15' 1" (Front)
2'
12.0
25.0
Default Load
2 - Point (lb)
7' (Front)
N/A
480
1000
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
3
asrade@gmail.com
11/9/2022 3:09:50 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Roof, Roof Beam RB2
1 piece(s) 5 1/2" x 12" 24F-V8 DF Glulam
Overall Length: 20' 5"
1
19 6' L
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
4756 @ 20' 1"
19663 (5.50")
Passed (24%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
4204 @ 18' 11 1/2"
13409
Passed (31%)
1.15
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft-Ibs)
24484 @ 11,
30332
Passed (81%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.733 @ 10' 4 11/16"
0.988
Passed (L/323)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
1.134 @ 10' 4 5/8"
1 1.317
1 Passed (L/209)
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/240) and TL (L/180).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 19' 9".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Factored
1 - Column - HF
5.50"
5.50"
1.50"
1412
2547
3959
None
2 - Column - HF
5.50"
5.50"
1 1.50"
1673
3082
4756
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
20' 5" o/c
Bottom Edge (Lu)
20' 5" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 20' 5"
N/A
16.0
1 - Uniform (PSF)
0 to 20' 5" (Front)
4'
12.0
25.0
Default Load
2 - Uniform (PSF)
0 to 11' (Front)
3' 6"
12.0
25.0
Default Load
3 - Uniform (PSF)
11' to 20' 1" (Front)
7' 6"
12.0
25.0
Default Load
4 - Point (lb)
11' (Front)
N/A
498
922
Linked from: Roof
Beam RB1, Support
1
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
4
asrade@gmail.com
11/10/2022 2:31:20 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Roof, Roof Beam RB3
1 piece(s) 3 1/2" x 9" 24F-V8 DF Glulam
Overall Length: 12' 8'
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
1351 @ 12' 2 1/2"
3413 (1.50")
Passed (40%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
2173 @ 1' 2 1/2"
6400
Passed (34%)
1.15
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft-Ibs)
8163 @ 4' 3"
10868
Passed (75%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.297 @ 5' 10 1/16"
0.594
Passed (L/480)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.448 @ 5' 10 1/8"
1 0.792
1 Passed (L/318)
1
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/240) and TL (L/180).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 11' 10 1/2".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Factored
1 - Column - HF
5.50"
5.50"
1.50"
768
1503
2271
Blocking
2 - Hanger on 9" HF beam
5.50"
Hangers
1 1.50"
479
905
1385
See note s
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
12' 3" o/c
Bottom Edge (Lu)
12' 3" o/c
-Maximum allowable bracing intervals based on applied load.
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
2 - Face Mount Hanger
LUS410
2.00"
N/A
8-10d
6-10d
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Loads ,
Location (Side)
Tributary Width
Dead
(0.90)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 12' 2 1/2"
N/A
7.7
--
1 - Uniform (PSF)
0 to 12' 8" (Front)
2'
12.0
25.0
Default Load
2 - Point (lb)
4' 3" (Front)
N/A
850
1775
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
5
asrade@gmail.com
11/9/2022 4:00:51 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
Em
PIRAL STAIRCASE
THERS
FLOOR JOISTS AS
'N TO ACCOMMODATE
TAR
CH FOR DIMENSIONS.
EET SIT FOR DETAILS.
BELOW FRAMING ARE SHO
ABOVE FRAMING ARE SHC
CH FOR EX
TENT OF REMC
UPPER FLOOR FRAMING PLAN
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Floor: Joist FJ1
1 piece(s) 2 x 10 HF No.2 @ 16" OC
Overall Length: 1= -
i
L 12
1I 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
443 @ 12' 3 1/2"
911 (1.50")
Passed (49%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
387 @ 11' 6 1/4"
1388
Passed (28%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1338 @ 6' 3"
1917
Passed (70%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl.(in)
0.199 @ 6'3"
0.302
Passed (L/729)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.273 @ 6' 3"
0.604
1 Passed (L/530)
1.0 D + 1.0 L (All Spans)
TJ-Pro'"" Rating
N/A
N/A
I N/A
N/A
• Deflection criteria: LL (L/480) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
• Applicable calculations are based on NDS.
• No composite action between deck and joist was considered in analysis.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Stud wall - HF
3.50"
2.25"
1.50"
125
333
458
1 1/4" Rim Board
2 - Hanger on 9 1/4" HF beam
3.50"
Hangers
1 1.50"
127
338
464
See note s
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
6' 11" o/c
Bottom Edge (Lu)
12' 2" o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : Aso
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
2- Face Mount Hanger
LU28
1.50"
N/A
8-10dx1.5
6-10dx1.5
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1 - Uniform (PSF)
0 to 12' 7"
16'
15.0
40.0
Default Load
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
7
asrade@gmail.com
11/10/2022 2:20:52 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAIFORTEWEB
MEMBER REPORT
Upper Floor, Floor Beam FB1
2 piece(s) 2 x 6 HF No.2
PASSED
0
Overall Length: ? -
3'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
1338 @ 2"
4253 (3.50")
Passed (31%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
778 @ 9"
1650
Passed (47%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
986 @ 1' 9 1/2"
1393
Passed (71%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.025 @ 1' 9 1/2"
0.108
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.035 @ 1' 9 1/2"
0.162
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
• 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.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Stud wall - SPF
3.50"
3.50"
1.50"
370
968
1338
Blocking
2 - Stud wall - SPF
3.50"
3.50"
1 1.50"
370
968
1338
Blocking
• NOCKmg Naneis are assumeo to carry no ioaas appnea airecay anove tnem ano the run ioao is appnea to the member Deing oesigneo.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
T 7" o/c
Bottom Edge (Lu)
3' 7" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 3' 7"
N/A
4.2
1 - Uniform (PSF)
0 to 3' 7" (Front)
13' 6"
15.0
40.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
8
asrade@gmail.com
11/14/2022 4:43:19 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Floor Beam FB2
1 piece(s) 5 1/2" x 12" 24F-V8 DF Glulam
Overall Length: 18' 11'
18' L
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
5426 @ 18' 7"
19663 (5.50")
Passed (28%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (Ibs)
4987 @ 175 1/2"
13409
Passed (37%)
1.15
1.0 D + 0.75 L + 0.75 S (All Spans)
Pos Moment (Ft-Ibs)
18465 @ 10' 3 11/16"
26400
Passed (70%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.552 @ 9' 9 7/8"
0.608
Passed (L/396)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
0.849 @ 9' 10 7/16"
1 0.913
1 Passed (L/258)
1
1.0 D + 0.75 L + 0.75 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 18' 3".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Factored
1 - Column - DF
5.50"
5.50"
1.50"
1177
2648
570
3825
Blocking
2 - Column - DF
5.50"
5.50"
1 1.52"
1957
2648
1977
5426
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
18' 11" o/c
Bottom Edge (Lu)
18' 11" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 18' 11"
N/A
16.0
--
--
1 - Uniform (PSF)
0 to 18' 11" (Front)
4'
15.0
60.0
Default Load
2 - Uniform (PSF)
0 to 18' 11" (Front)
1'
15.0
40.0
Default Load
3 - Point (lb)
14' 6" (Top)
N/A
1412
-
2547
Linked from: Roof
Beam RB2, Support
1
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
9
asrade@gmail.com
11/10/2022 4:14:39 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAIFORTEWEB
MEMBER REPORT
Upper Floor, Floor Beam FB3
1 piece(s) 4 x 10 HF No.2
PASSED
Overall Lengih:4' 10'
IL J
L 4' 3" 1
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
836 @ 3 1/2"
2126 (1.50")
Passed (39%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
532 @ 1' 3/4"
3238
Passed (16%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
888 @ 2' 5"
4242
Passed (21%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.007 @ 2' 5"
0.142
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
1 0.010 @ 2' 5"
0.213
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
• 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.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Hanger on 9 1/4" HF beam
3.50"
Hanger'
1.50"
271
677
948
See note 1
2 - Hanger on 9 1/4" HF beam
3.50"
Hanger'
1 1.50"
271
677
948
See note'
• At nanger supports, the I otal bearing dimension is equal to the wiotn or the material tnat is supporting the ranger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
4' 3" o/c
Bottom Edge (Lu)
4' 3" o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1- Face Mount Hanger
LUS48
2.00"
N/A
6-10d
4-10d
2 - Face Mount Hanger
LUS48
2.00"
N/A
6-10d
4-10d
• Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
3 1/2" to 4' 6 1/2"
N/A
8.2
1 - Uniform (PSF)
0 to 4' 10" (Front)
5'
15.0
40.0
Default Load
2 - Uniform (PSF)
0 to 4' 10" (Front)
2'
15.0
40.0
Default Load
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
asrade@gmail.com
11/10/2022 2:56:26 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Floor Beam FB4
1 piece(s) 3 1/2" x 9" 24F-V8 DF Glulam
Overall Length: I- -
IL
L 14' I
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
868 @ 3 1/2"
3413 (1.50")
Passed (25%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
1153 @ 13' 6 1/2"
5565
Passed (21%)
1.00
1.0 D + 1.0 L (All Spans)
Pos Moment (Ft-Ibs)
4614 @ 10'
9450
Passed (49%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.272 @ 78 1/2"
0.471
Passed (L/623)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.396 @ 7' 8 5/16"
1 0.706
1 Passed (L/428)
1
1.0 D + 1.0 L (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 14' 1 1/2".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Hanger on 9" HF beam
3.50"
Hanger'
1.50"
286
604
890
See note'
2 - Column - HF
3.50"
3.50"
1 1.50"
386
851
1237
None
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
14' 4" o/c
Bottom Edge (Lu)
14' 4" o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
1- Face Mount Hanger
LUS48
2.00"
N/A
6-10d
4-10d
• 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 14' 7"
N/A
7.7
1 - Uniform (PSF)
0 to 14' 7" (Front)
1' 4"
15.0
40.0
Default Load
Linked from: Floor
2 - Point (lb)
10' (Front)
N/A
271
677
Beam FB3, Support
1
Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
1 1
asrade@gmail.com
11/10/2022 3:17:18 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Header Beam HB1
1 piece(s) 3 1/2" x 7 1/2" 24F-V8 DF Glulam
Overall Length: ? -
0 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
4876 @ 3' 5"
7963 (3.50")
Passed (61%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (Ibs)
4077 @ 2' 8"
4638
Passed (88%)
1.00
1.0 D + 1.0 L (All Spans)
Pos Moment (Ft-Ibs)
5823 @ 2'
6563
Passed (89%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.028 @ 1' 9 11/16"
0.108
Passed (L/999+)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
0.043 @ 1' 9 11/16"
1 0.162
1 Passed (L/903)
1
1.0 D + 0.75 L + 0.75 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 3' 3".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Factored
1 - Column - HF
3.50"
3.50"
1.78"
1418
2629
862
4047
Blocking
2 - Column - HF
3.50"
3.50"
1 2.14"
1717
3097
1115
4876
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
3' 7" o/c
Bottom Edge (Lu)
3' 7" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 3' 7"
N/A
6.4
1 - Uniform (PSF)
0 to 3' 7" (Front)
14' 6"
15.0
40.0
Default Load
2 - Point (lb)
2' (Front)
N/A
375
1000
3 - Point (lb)
2' (Top)
N/A
1957
2648
1977
Linked from: Floor
Beam FB2, Support
2
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
12
asrade@gmail.com
11/10/2022 4:15:10 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Header Beam HB2
1 piece(s) 4 x 8 HF No.2
Overall Length: 6' 6'
6'
Ivl
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
❑2
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
736 @ 1 1/2"
4253 (3.00")
Passed (17%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
542 @ 10 1/4"
2538
Passed (21%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1106 @ 3' 3"
2823
Passed (39%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.038 @ T 3"
0.208
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.054 @ T 3"
0.313
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
• 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.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Trimmer - HF
3.00"
3.00"
1.50"
216
520
736
None
2 - Trimmer - HF
3.00"
3.00"
1 1.50"
216
520
736
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
66" o/c
Bottom Edge (Lu)
66" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 6' 6"
N/A
6.4
1 - Uniform (PSF)
0 to 6' 6" (Front)
4'
15.0
40.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
13
asrade@gmail.com
11/10/2022 3:10:24 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Header Beam HB3
1 piece(s) 4 x 8 HF No.2
Overall Length: 6' 6'
6'
Ivl
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
❑2
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
1118 @ 1 1/2"
4253 (3.00")
Passed (26%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
824 @ 10 1/4"
2538
Passed (32%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1679 @ 3' 3"
2823
Passed (59%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.064 @ T 3"
0.208
Passed (L/999+)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.082 @ 3' 3"
0.313
Passed (L/918)
1.0 D + 1.0 L (All Spans)
• 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.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Trimmer - HF
3.00"
3.00"
1.50"
240
878
1118
None
2 - Trimmer - HF
3.00"
3.00"
1 1.50"
240
878
1118
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
66" o/c
Bottom Edge (Lu)
66" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 6' 6"
N/A
6.4
1 - Uniform (PSF)
0 to 6' 6" (Front)
4' 6"
15.0
60.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Weyerhaeuser Notes
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
14
asrade@gmail.com
11/10/2022 3:11:36 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
Page 1 / 1
-iAI
FORTE YY EB MEMBER REPORT PASSED
Upper Floor, Header Beam HB4
1 piece(s) 4 x 8 HF No.2
Overall Length: 3 6'
5'
Ivl
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
❑2
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
1611 @ 1 1/2"
4253 (3.00")
Passed (38%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (Ibs)
1346 @ 10 1/4"
2538
Passed (53%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1864 @ P 6"
2823
Passed (66%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.040 @ 2' 7 5/8"
0.175
Passed (L/999+)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
0.063 @ 2' 7 9/16"
1 0.262
1 Passed (L/995)
1
1.0 D + 0.75 L + 0.75 S (All Spans)
• 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.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Snow
Factored
1 - Trimmer - HF
3.00"
3.00"
1.50"
583
958
413
1611
None
2 - Trimmer - HF
3.00"
3.00"
1 1.50"
399
553
413
1123
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
5' 6" o/c
Bottom Edge (Lu)
5' 6" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Snow
(1.15)
Comments
0 - Self Weight (PLF)
0 to 5' 6"
N/A
6.4
1 - Uniform (PSF)
0 to 5' 6" (Top)
2'
15.0
60.0
Default Load
2 - Point (lb)
1' 6" (Top)
N/A
386
851
Linked from: Floor
Beam FB4, Support
2
3 - Uniform (PSF)
0 to 5' 6" (Top)
6'
12.0
-
25.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
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
ForteWEB Software Operator
Job Notes
Asrade Mengstu
AME
(206) 501-5149
asrade@gmail.com
11/10/2022 3:20:42 AM UTC
ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0
Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel
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