APPROVED BLD REV1 BLD2021-1436 STRUCTURAL- BEAMREVISION
Dec 15 2022
CITY OF EDMONDS
BLD2021-1436
DEVELOPMENT SERVICES
DEPARTMENT
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
ALL WORK SUBJECT
APPROVED
� W. X ofk""
TO FIELD
PLANS MUST BE
BUILDING OFFICIAL
INSPECTION FOR
ON JOB SITE
Dec 22 2022
`
CODE COMPLIANCE
APPROVED DATE
f
Ami,
CLOSET
48d
S 1 1 �,
SHEAR WALL
CLOSET
A35 BEAM
to plate
ST 2122 M (3)2X6
Strap vertical BUILT-UP
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am o wa s u COLUMN
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121-411 COLUMN SIT ON
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4X6 COLUM INSIDE
511
1 X 11 7/8" PSL -
s E)dese. WALL
e
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using
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Dec 15 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
MEMBER REPORT
Floor Beam, Floor: Drop Beam
i piece(s) 5 1/4" x 11 7/8" 2.2E Parallam@ PSL
C e all .eng:h: 1
0 ♦ 0
d' 6' 12' 6'
a a
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual 0 Location
Allowed
Result
LDF
Load: Combination (pattern)
Member Reaction (Ibs)
11091 @ 4' 6"
11484 (3.50")
Passed (97%)
--
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
5701 @ 5' 7 5/8"
12053
Passed (47%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
-12058 @ 4' 6"
29854
Passed (40%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.111 @ 10' 6 3/4"
0.411
Passed (L/999+)
--
1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)
0.148 @ 10' 7"
0,617
Passed (L/998)
-
1.0 D + 1.0 L (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Allowed moment does not reflect the adjustment for the beam stability factor.
Supports
Beating Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Factored
1 - Stud wall - DF
3.50"
3,50,
1.501,
1809
1228/-1978
3037/-168
Blocking
2 - Stud wall - DF
3.50"
3.50"
3.38"
2973
8tL8
11091
Blocking
3 - Stud wall - DF
3.50"
3.50"
1.50"
454
1176/-28
1630
Blocking
DiocKing Vanes are assurnea to carry no ioaus appueD aKecny aoove rnem ono me ruu ioaa is appneo Lo me memoer Demg oesgneu.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
1T o/c
Bottom Edge (Lu)
17' 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 17'
N/A
19.5
--
1 - Uniform (PSF)
0 to 8' 6" (Front)
14'
15.0
40.0
floor
2 - Point (lb)
9' (Front)
N/A
1000
3359
Back Span Joists
3 - Uniform (PLF)
9' 6" to 1T (Front)
N/A
16,0
53.0
1 floor
4 - Point (lb)
1" (Front)
N/A
200D
upper floor
PASSED
System : Floor
Member Type: Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : Aso
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rt.c) Gft
A- � -t4 4-1 Jo l y i CA '�A
W At4,
Jots / Y7L t>
Weyerhaeuser warrants that the sizing of Its products will be in accordance wlth Weyerhaeuser product design criteria and published design values. isPRi[prx y 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 havi
Alder or framer Is
responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are >i
nufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evalu der e a
1153 and ESR• 1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installa t
www.weyertiaetiser.com/woodproducts/document-libraiy.
The product application, Input design loads, dimensions and support information have been provided by ForteWEB Software Ogerrsttor
ForteWEB Software Operator 11:44:14 PM UTC
12/12/2022
ForteWEB v3.4, Engine: V8.2.2.122, Data: V8.1.3,0
Weyerhaeuser File Name: #304 Condo, Edmonds
Page 1 / 1
lob Notes
Terry A Nettles
tanettles, p.e., se.
(253) 225-8015
terrynettles@engineer.com