REVIEWED RESUB1-BLD2024-0338+Structural_Analysis_or_Calculations+4.19.2024_3.16.33_PM+4208507 (2)BLD2024-0338 RESUB
Apr19 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
,.,.,.,.,.
REVIEWED
/
BY
CITY OF EDMONDS
/
BUILDING DEPARTMENT.;
CUSTOM DESIGN & ENGINEERING, INC
Structural Calculations
CEDAR VIEW AFH
CALCULATIONS
8513 MADRONA LN.
EDMONDS, WA 98026
s6"7 0�
3/11 /2024
Custom Design & Engineering, INC 1/1
(425) 268-5946 - kam@cdengr.com
aFORTEWEB'
Level, BM-1
2 piece(s) 2 x 10 DF No.2
PASSED
0
J
a o
Drawing is Conceptual. 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)
1600 @ 2"
2869 (2.25")
Passed (56%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
1234 @ 1' 3/4"
3830
Passed (32%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
3250 @ 4' 3 1/2"
4059
Passed (80%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.082 @ 4' 3 1/2"
0.412
Passed (L/999+)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.126 @ 4' 3 1/2"
0.550
Passed (L/787)
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.
• Applicable calculations are based on NDS.
91
Supports FE
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Factored
1 - Stud wall - SPF
3.50"
2.25"
1.50"
566
1073
1639
1 1/4" Rim Board
2 - Stud wall - SPF
3.50"
2.25"
1.50"
566
1073
1639
1 1/4" Rim Board
• Kim noara is assumea to carry all ioaas appuea airecay aoove it, Dypassing the memoer Deing aesigneo.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
8' 5" o/c
Bottom Edge (Lu)
8' 5" o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Snow
Vertical Loads '
Location (Side)
Tributary
Width
(0.90)
(1.15)
Comments
0 - Self Weight (PLF)
1 1/4" to 8' 5 3/4"
N/A
7.0
1 - Uniform (PSF)
0 to 8' 7" (Front)
10'
12.5
25.0
Default Load
0
Member Length : 8' 4 1/2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
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
Kyriakos Moroseos
CDENGR
(425) 268-5946
mettaxam@gmail.com
3/12/2024 5:02:34 AM UTC
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
Weyerhaeuser File Name: CEDAR VIEW AFH
Page 2 / 5
aFORTEWEB'
Level, BM-2
2 piece(s) 2 x 12 DF No.2
PASSED
0
J
a o
Drawing is Conceptual. 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)
1894 @ 2"
2869 (2.25")
Passed (66%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
1462 @ 1' 2 3/4"
4658
Passed (31%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
4558 @ 5' 1/2"
5458
Passed (84%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.089 @ 5' 1/2"
0.488
Passed (L/999+)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.137 @ T 1/2"
0.650
Passed (L/854)
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.
• Applicable calculations are based on NDS.
91
Supports FE
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Factored
1 - Stud wall - SPF
3.50"
2.25"
1.50"
672
1260
1933
1 1/4" Rim Board
2 - Stud wall - SPF
3.50"
2.25"
1.50"
672
1260
1933
1 1/4" Rim Board
• Kim noara is assumea to carry all ioaas appuea airecay aoove it, Dypassing the memoer Deing aesigneo.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
8' 8" o/c
Bottom Edge (Lu)
9' 11" o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Snow
Vertical Loads '
Location (Side) ributary
Width
(0.90)
(1.15)
Comments
0 - Self Weight (PLF)
1 1/4" to 9' 11 3/4" N/A
8.6
1 - Uniform (PSF)
0 to 10' 1" (Front) 10'
12.5
25.0
Default Load
0
Member Length : 9' 10 1/2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
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
Kyriakos Moroseos
CDENGR
(425) 268-5946
mettaxam@gmail.com
3/12/2024 5:02:34 AM UTC
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
Weyerhaeuser File Name: CEDAR VIEW AFH
Page 3 / 5
aFORTEWEB'
Level, BM-3
1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam
PASSED
o + u
a
Drawing is Conceptual. 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)
1931 @ 2"
5259 (2.25")
Passed (37%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
1912 @ 1' 3 1/2"
13409
Passed (14%)
1.15
1.0 D + 1.0 S (All Spans)
Pos Moment (Ft-Ibs)
15931 @ 10' 5"
30256
Passed (53%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.441 @ 10' 7/8"
1.013
Passed (L/551)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.716 @ 10' 1 1/16"
1.350
Passed (L/339)
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/size factor of 1.00 that was calculated using length L = 20' 3".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS.
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Snow
Factored
1 - Stud wall -SPF
3.50"
2.25"
1.50"
774
1157
1931
1 1/4" Rim Board
2 - Stud wall - SPF
3.50"
2.25"
1.50"
685
989
1674
1 1/4" Rim Board
• Rim Board is assumed to carry all loads applied directly above it, bypassing 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.
Dead
Snow
Vertical Loads
Location (Side)
Tributary
Width
(0.90)
(1.15)
Comments
0 - Self Weight (PLF)
1 1/4" to 20' 5 3/4"
N/A
16.0
1 - Point (lb)
10' S" (Front)
N/A
566
1073
Linked from: BM-1,
Support 1
2 - Point (lb)
8' 7" (Front)
N/A
566
1073
Linked from: BM-1,
Support 1
Member Length : 20' 4 1/2"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
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 -parry 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
Kyriakos Moroseos
CDENGR
(425) 268-5946
mettaxam@gmail.com
3/12/2024 5:02:34 AM UTC
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
Weyerhaeuser File Name: CEDAR VIEW AFH
Page 4 / 5
aFORTEWEB'
Level, BM-4
1 piece(s) 5 1/2" x 13 1/2" 24F-V4 DF Glulam
PASSED
0
r
a o
Drawing is Conceptual. 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)
5417 @ 2"
8181 (3.50")
Passed (66%)
1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
4689 @ 1' 5"
16397
Passed (29%)
1.25
1.0 D + 1.0 Lr (All Spans)
Pos Moment (Ft-Ibs)
27654 @ 10' 6 1/2"
41035
Passed (67%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.582 @ 10' 6 1/2"
1.038
Passed (L/428)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
1.056 @ 10' 6 1/2"
1.383
Passed (L/236)
1.0 D + 1.0 Lr (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/size factor of 0.98 that was calculated using length L = 20' 9".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS.
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Roof Live
Factored
1 - Stuowall SPF
3.50"
3.50"
2.32
2430
2986
5417
Blocking
2 - Stud wall - SPF
3.50"
3.50"
2.32"
2430
2986
5417
Blocking
• uiocKmg Panels are assumes to carry no ioaas appuea airectiy above mein ana the twi ioaa is appuea to the member being aesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
21' 1" o/c
Bottom Edge (Lu)
21' 1" o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Roof Live
Vertical Loads
Location (Side)
Tributary
(0.90)
(1.25)Width
Comments
0 - Self Weight (PLF)
0 to 21' 1"
N/A
18.0
1 - Uniform (PSF)
0 to 21' 1" (Front)
14' 2"
15.0
20.0
Default Load
0
Member Length : 21' 1"
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
Weyerhaeuser Notes
Veyerhaeuser 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
elated 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
esponsible 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
Veyerhaeuser 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-138-,
nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
A,vw.weyerhaeuser.com/woodproducts/document-library.
'he product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator
Job Notes
Kyriakos Moroseos
CDENGR
(425) 268-5946
mettaxam@gmail.com
3/12/2024 5:02:34 AM UTC
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
Weyerhaeuser File Name: CEDAR VIEW AFH
Page 5 / 5