REVIEWED BLD2023-1492+Structural_Calculations+11.20.2023_8.23.21_PM+3911946RECEIVED
Dec 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-1492
STRUCTURAL ENGINEERING
CALCULATIONS
Project: COURTRIGHT AFH CONVERSION
Address: Tax Parcel No. 00544300005700
22604 93RD PL W
EDMONDS WA 98020
Project No.: 2023-0903
Date: SEPTEMBER 3, 2023
2-4 DECK JOIST AND BEAM SIZING
5-6 HEADER SIZING
------------------------------,
This permit was reviewed as i . REVIEWED ..
a interior remodel and BY
! addition of a a deck only. This ! CITY OF EDMONDS
Is not an Adult Family Home. I 'BUILDING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ................................................
Prepared by:
Joseph S. Araucto, P.E.
360-632-0151
!3
aFORTEWEB'
Level, Floor: Deck Joist
1 piece(s) 2 x 8 HF No.2 @ 16" OC
PASSED
Overall Length: 12' 3 1 j2'
i, 10'
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)
369 @ 12'
911 (1.50")
Passed (40%)
1.0 D + 1.0 L (Alt Spans)
Shear (Ibs)
329 @ 2' 7 1/4"
1088
Passed (30%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
926 @ 6' 11 11/16"
1284
Passed (72%)
1.00
1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)
0.205 @ 6' 11 1/8"
0.338
Passed (L/593)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.276 @ 6' 11 5/16"
0.507
Passed (L/441)
1.0 D + 1.0 L (Alt Spans)
TJ-ProT"' Rating
N/A
N/A
N/A
N/A
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/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 Nos.
• 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"
3.50"
1.50"
142
378
520
Blocking
2 - Hanger on 7 1/4" HF Ledger
3.50"
Hangers
1.50"
104
286
390
See note '
• 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)
8' 3" o/c
Bottom Edge (Lu)
IT o/c
-Maximum allowable bracing intervals based on applied load.
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support
Model
Seat Length
Top Fasteners
Face Fasteners
Member Fasteners
Accessories
2 - Face Mount Hanger
LU26
1.50"
N/A
6-10dx1.5
4-10dx1.5
• 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' 3 1/2"
16"
15.0
40.0
Default Load
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 Joseph Araucto
ForteWEB Software Operator
Job Notes
Joseph Araucto
Araucto Designs, LLC
(360) 632-0151
Joseph@araucto.com
9/4/2023 2:31:08 AM UTC
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
Weyerhaeuser File Name: SFR to AFH Conversion
Page 2/6
aFORTEWEB
PASSED
0
Level, Floor: Deck Beam
1 piece(s) 4 x 8 HF No.2
Gveral I Length: 16' 8 7/8'
iL
T
2' 7' 4' 7' 4'
0 Ll
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)
3555 @ 9' 4"
4961 (3.50")
Passed (72%)
1.0 D + 1.0 L (Adj Spans)
Shear (Ibs)
1503 @ 10' 1"
2538
Passed (59%)
1.00
1.0 D + 1.0 L (Adj Spans)
Moment (Ft-Ibs)
-2594 @ 9' 4"
2823
Passed (92%)
1.00
1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)
0.097 @ 13' 2 1/8"
0.246
Passed (L/918)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.120 @ 13' 2 15/16"
0.369
Passed (L/738)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/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
Tntal
Available
Required
Dead
Floor Live
Factored
1 - Column Cap - steel
3.50"
3.50"
1.50"
567
1554
2121
Blocking
2 - Column Cap - steel
3.50"
3.50"
2.51"
980
2576
3555
None
3 - Column Cap - steel
1.75"
1.75"
1.50"
319
929/-127
1248
Blocking
• oiocKing raneis are assumes to carry no ioaus appueu aueary aoove tnem ano me rui ioau is appueu to me memoer oeing oesigneo.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
16' 9" o/c
Bottom Edge (Lu)
16' 9" 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 16' 8 7/8"
N/A
6.4
1 - Uniform (PSF)
0 to 16' 8 7/8" (Top)
7'
15.0
40.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
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 Joseph Araucto
ForteWEB Software Operator
Job Notes
Joseph Araucto
Araucto Designs, LLC
(360) 632-0151
Joseph@araucto.com
9/4/2023 2:31:08 AM UTC
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
Weyerhaeuser File Name: SFR to AFH Conversion
Page 3/6
�I FO R T E W G MEMBER REPORT
Level, Floor: Deck Beam 2
1 piece(s) 4 x 8 HF No.2
PASSED
f
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)
1423 @ 9' 4 5/8"
2481 (1.75")
Passed (57%)
1.0 D + 1.0 L (Alt Spans)
Shear (Ibs)
1258 @ 2' 9"
2538
Passed (50%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
2558 @ 5' 9 1/4"
2823
Passed (91%)
1.00
1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)
0.130 @ 5' 8 5/16"
0.246
Passed (L/683)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
1 0.172 @ 5' 8 5/8"
0.369
Passed (L/515)
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Applicable calculations are based on Nos.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Column Cap - steel
3.50"
3.50"
1.65"
664
1670
2334
Blocking
2 - Column Cap - steel
1.75"
1.75"
1.50"
384
1040/-76
1423
Blocking
• 1:51OcKmg vaneis are assumes ro carry no ioaas appuea oirecny aoove mem ano me Tuu ioaa is appuea ro me memoer oemg oesigneo.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
9' 5" o/c
Bottom Edge (Lu)
9' 5" 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 9' 4 7/8"
N/A
6.4
--
1 - Uniform (PSF)
0 to 9' 4 7/8" (Top)
7'
15.0
40.0
Default Load
0
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
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 Joseph Araucto
ForteWEB Software Operator
Job Notes
Joseph Araucto
Araucto Designs, LLC
(360) 632-0151
Joseph@araucto.com
9/4/2023 2:31:08 AM UTC
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
Weyerhaeuser File Name: SFR to AFH Conversion
Page 4 / 6
aFORTEWEB'
Level, Wall: Header 3'
1 piece(s) 4 x 6 HIF No.2
PASSED
pr
0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
C
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
977 @ 0
2126 (1.50")
Passed (46%)
1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
617 @ 7"
2406
Passed (26%)
1.25
1.0 D + 1.0 Lr (All Spans)
Moment (Ft-Ibs)
773 @ 1' 7"
2031
Passed (38%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.013 @ 1' 7"
0.106
Passed (L/999+)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.022 @ 1' 7"
0.158
Passed (L/999+)
1.0 D + 1.0 Lr (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
Roof Live
Factored
1 - Trimmer - HF
1.50"
1.50"
1.50"
383
594
977
None
2 - Trimmer - HF
1.50"
1.50"
1 1.50"
383
594
977
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
3' 2" o/c
Bottom Edge (Lu)
3' 2" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Tributary Width
Dead
(0.90)
Roof Live
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
0 to 3' 2"
N/A
4.9
1 - Uniform (PSF)
0 to 3' 2"
15'
15.8
25.0
Default Load
0
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
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 Joseph Araucto
ForteWEB Software Operator
Job Notes
Joseph Araucto
Araucto Designs, LLC
(360) 632-0151
Joseph@araucto.com
9/4/2023 2:31:08 AM UTC
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
Weyerhaeuser File Name: SFR to AFH Conversion
Page 5/6
aFORTEWEB'
Level, Wall: Header 6'
1 piece(s) 4 x 8 HIF No.2
PASSED
pr
0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
C
Design Results
Actual @ Location
Allowed
Result
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
1907 @ 0
2126 (1.50")
Passed (90%)
1.0 D + 1.0 Lr (All Spans)
Shear (Ibs)
1456 @ 8 3/4"
3172
Passed (46%)
1.25
1.0 D + 1.0 Lr (All Spans)
Moment (Ft-Ibs)
2940 @ 3' 1"
3529
Passed (83%)
1.25
1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)
0.084 @ 3' 1"
0.206
Passed (L/876)
1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)
0.139 @ 3' 1"
0.308
Passed (L/531)
1.0 D + 1.0 Lr (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
Roof Live
Factored
1 - Trimmer - HF
1.50"
1.50"
1.50"
751
1156
1907
None
2 - Trimmer - HF
1.50"
1.50"
1 1.50"
751
1156
1907
None
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
6' 2" o/c
Bottom Edge (Lu)
6' 2" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Loads
Tributary Width
Dead
(0.90)
Roof Live
(non -snow: 1.25)
Comments
0 - Self Weight (PLF)
0 to 6' 2"
N/A
6.4
1 - Uniform (PSF)
0 to 6' 2"
15'
15.8
25.0
Default Load
0
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
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 Joseph Araucto
ForteWEB Software Operator
Job Notes
Joseph Araucto
Araucto Designs, LLC
(360) 632-0151
Joseph@araucto.com
9/4/2023 2:31:08 AM UTC
ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1
Weyerhaeuser File Name: SFR to AFH Conversion
Page 6 / 6