REVIEWED BLD2022-0461+Structural_Analysis_or_Calculations+4.12.2022_10.43.16_AM+2796841RECEIVED
Apr 13 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Structural Calculations for:
Costas Schenck
Project Address:
851 Northstream Lane
Edmonds, WA 98020
Design per
2018 International Building Code
BLD2022-0461
as Structural Engineering, PLLC
206.683.3197
REVIEWED
BY
CITY OF EDMONDS
PLANE P07-
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45213 O ��
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Cam((
aFORTE'CM
ROOF, N deck door hdr
2 piece(s) 2 x 8 HF No.2
PASSED
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)
1177 @ 2"
4253 (3.50")
Passed (28%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
799 @ 10 3/4"
2501
Passed (32%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
1452 @ 2' 9 1/2"
2569
Passed (57%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.028 @ 2' 9 1/2"
0.262
Passed (L/999+)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.058 @ 2' 9 1/2"
0.350
Passed (L/999+)
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.
Bearing Length
Supports Available Required
Loads to Supports (Ibs)
Accessories
Dead
Snow
Total
1 - Stud wall - SPF 3.50"
3.50"
F 1.50"
618
558
1176
Blocking
2 - Stud wall - SPF 3.50"
3.50"
1 1.50"
618
558
1176
Blocking
• 151ocKing Panels are assumea to carry no ioaas appuea airectiy aoove mem ana me tuu ioaa is appuea to the memoer Deing aesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
57" o/c
Bottom Edge (Lu)
5' 7" 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 5' 7"
N/A
5.5
1 - Uniform (PLF)
0 to 5' 7" (Front)
N/A
216.0
200.0
Default Load
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
Carissa F
cfse
(206) 555-5555
carissa@cfarkasstructural.com
3/22/2022 12:47:05 AM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: 2207 Costas Schenck
Page 1 / 1
aFORTE'CM
ROOF, N deck win
1 piece(s) 4 x 8 DF No.1
PASSED
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)
1707 @ 2"
5206 (3.50")
Passed (33%)
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
1329 @ 10 3/4"
3502
Passed (38%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
3172 @ 4' 1/2"
3820
Passed (83%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.086 @ 4' 1/2"
0.387
Passed (L/999+)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.181 @ 4' 1/2"
0.517
Passed (L/512)
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.
Bearing Length
Supports Available Required
Loads to Supports (Ibs)
Accessories
Dead
Snow
Total
1 - Stud wall - SPF 3.50"
3.50"
1.50"
899
808
1707
Blocking
2 - Stud wall - SPF 3.50"
3.50"
1.50"
899
808
1707
Blocking
• rsiocKing Panels are assumea to carry no ioaas appuea airectiy aoove mem ana the tuu ioaa is appuea to the memoer Deing aesignea.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
8' 1" o/c
Bottom Edge (Lu)
8' 1" 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 8' 1"
N/A
6.4
1 - Uniform (PLF)
0 to 8' 1" (Front)
N/A
216.0
200.0
Default Load
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
Carissa F
cfse
(206) 555-5555
carissa@cfarkasstructural.com
4/7/2022 9:42:24 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: 2207 Costas Schenck
Page 1 / 1