REVIEWED REV1 BLD2022-0403+Structural_Analysis_or_Calculations+6.27.2022_1.17.44_PM+2956290REVISION
Jun 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0403
REVIEWED
BY
CITY OF EDMONDS
STRUCTURAL CALCULATIONS
MOGES RESIDENCE REMODEL
6907 Meadowdale Beach Rd
Edmunds, Washington
PROJECT NO.: 22-125
DATE: June 27, 2022
/�M
ENGINEERING
5053 Mithun PI NE
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineering.works
2022-6-27
E M�NGS;..N
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46161
(E) FOOTING
I
FOOLING --------------- (E)
I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I
I I I I I I I II
I I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I I
I I I I I I I I I
I �I I I I I II I
I I I I I I I I I
I 3/Si
d FJ1 I I
HATCHED AREA INDICATES
RAISED PLATFORM PER ARCH
AT EXISTING GARAGE
/ v
I 2x8 � 16'oc I I I I I I
I I 6^I I
I I TYP I I
II I i II I I I� I
i
I I �—(E) FOOTING
I I I (E) CONCRETE I I� � III
I I SLAB—oN—GRADE I
I I I I �(N) PONYWAL, TYP. I I II I
I I I 5 LOCATIONS TOTAL I
II I
I II II � IT II III I
I l
I I I I I I I (E) CONCRETE SLAB —ON —GRADE,
CONTRACTOR I I MN. 6"TVERIFY THIICK& IS REINFORCED
I I I I I
11
N
I I I I I I I I I
I I ✓I I I I I I I I
I I I I I I I I I
I I I I I I I
Q I Q I EQ
I I I I I I I I
I I I A:;
I I I I III
I
- ------------------
(E) FOOTING
PARTIAL FOUNDATION PLAN
NOTES:
1. SEE ARCH FOR DIMENSIONS.
2. SEE ARCH FOR EXTENT OF REMODEL WORK;
CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
1
a FORTE"M3
MEMBER REPORT
Main Floor, Floor: Joist FJ1 @ Platform
1 piece(s) 2 x 8 HF No.2 @ 16" OC
Overall Length: 2J' 6 11/16"
+a
5' 6"
I
I, �
5' 6"
I
0
®
❑5
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)
512 @ 6' 7/16"
2126 (3.50")
Passed (24%)
1.0 D + 1.0 L (Adj Spans)
Shear (Ibs)
208 @ 53 7/16"
1088
Passed (19%)
1.00
1.0 D + 1.0 L (Adj Spans)
Moment (Ft-Ibs)
-289 @ 6' 7/16"
1284
Passed (23%)
1.00
1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)
0.017 @ 2' 11 13/16"
0.146
Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.021 @ 2' 11 1/4"
1 0.291
1 Passed (L/999+)
1.0 D + 1.0 L (Alt Spans)
TJ-ProTm Rating
N/A
I 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
Total
1 - Stud wall - HF
3.50"
2.25"
1.50"
50
150/41
200/-11
1 1/4" Rim Board
2 - Stud wall - HF
3.50"
3.50"
1.50"
133
379
512
None
3 - Stud wall - HF
3.50"
3.50"
1.50"
108
353
461
None
4 - Stud wall - HF
3.50"
3.50"
1.50"
132
376
508
None
5 - Stud wall - HF
3.50"
1 2.25"
1.50"
49
1 148/41
1 197/-11
11 1/4" Rim Board
• Kim tsoard is assumed to carry all ioaos appl eo oirectiy above it, bypassing the member being oesigneo.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
23' 4" o/c
Bottom Edge (Lu)
23' 4" o/c
-Maximum allowable bracing intervals based on applied load.
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1 - Uniform (PSF)
0 to 2T 6 11/16"
16"
15.0
40.0
Default Load
PASSED
System : Floor
Member Type : Joist
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
2
asrade@gmail.com
6/27/2022 2:34:18 AM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: 22-125 Moges Residence Remodel
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