REVIEWED RESUB2 BLD2021-1436+Structural_Analysis_or_Calculations+2.1.2022_8.26.59_AM+2653177it F O R T E' CM BLD2021-1436 MEMBER REPORT
RESU B Third Floor, Replace Wall Beam
1 piece(s) 5 1/4" x it 7/8" 2.2E Parallam@ PSL
Feb 01 2022
CITY OF EDMONDS Overall Length: 20'
DEVELOPMENT SERVICES
DEPARTMENT
l/ Ci"f2t22 TIE
0
yow+c
1
a' 4' ) 2'
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
Resuft
LDF
Load: Combination (Pattern)
Member Reaction (Ibs)
15215 @ 8'
26250 (8.00")
Passed (58%)
1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (Ibs)
6007 @ 9' 3 7/8"
12053
Passed (50%)
1.00
1.0 D + 1.0 L (Adj Spans)
Moment (Ft-Ibs)
-14481 @ 8'
29854
Passed (49%)
1.00
1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)
0.123 @ 14' 6 5/16"
0.396
Passed (L/999+)
1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)
0.208 @ 14' 6 7/16"
1 0.594
Passed (L/684)
1.0 D + 0.75 L + 0.75 S (Alt Spans)
• uenealon cmena: LL (ysou) ana I L (LJ24u).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• -228 Ibs uplift at support located at 4'. Strapping or other restraint may be required.
Bearing length
Loads to supports (Ibs)
Total
Available
Required
Dead
Floor Lire
snow
Total
Supports
AoCeldwrim
1 - Stud wall - DF
3.50"
3.50"
1.50"
1197
1539/-135
920
3135/
Blocking
2 -Stud wall - DF
8.00"
8.00"
1.50"
1345
2685/-1573
771/-559
Blocking
2132
132
3 - Stud wall - DF �(7L 2?(%p
8.00"
8.00"
4.64"
6202
7425
4593
18220
Blocking _--Cp G
4 - Stud wall - DF VIM 12. J&
3.00"
1 3.00"
1.74"
2336
2758/-18
1718
68 2/
Blocking
119 runm u ommna ru ny nu luaus appucu uirecuy awve mem ana me run Ioau Is appieo [o me memoer Deing aeslgnea.
Lateral Bracing
Irradng intervaa
icoinnumb
Top Edge (Lu)
20' o/c
Bottom Edge (Lu)
20' o/c
-maximum allowable bracing intervals based on applied load.
Vertical Loads
Location (side)
Tributary Width
Dead
(0.90)
Floor live
(1.00)
snow
(1.1s)
Commits
0 - Self Weight (PLF)
0 to 20'
N/A
19.5
1 - Uniform (PSF)
0 to 20' (Front)
14'
12.0
40.0
floor 4
2 - Uniform (PLF)
0 to 20' (Front)
N/A
80.0
-
upper wall
3 - Uniform (PSF)
0 to 20' (Front)
14'
15.0
25.0
roof transfer
4 - Point (lb)
4' (Front)
N/A
1530
-
tie down strap
ST2122
PASSED
lam
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : Aso
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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
Terry A Nettles
tanettles, p.e., s.e.
(253) 225-8015
terrynettles@engineer.com
1/27/2022 5:41:53 PM UTC
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: #304 Condo, Edmonds
Page 1 / 1
#404
#304
#204
.' '1'.T
EXISTING
UPPER FLOOR
EXISTING
FLOOR JOIST
blor_k
Ht 6 EA JOIST
5 1/4" X 11 718" PSL
X 20' CONT.
(4) 6" TIMBER LOK
SCREWS BEAM
TO PLATES AT
BOTH ENDS OF BEAM
JWPBUILT-UP
COLUMN
(2) 8" TIMBERLOK
SCREW PLATES
TO EACH JOIST
EXISTING FLOOR
FLOOR 3
EXISTING FLOOR
FLOOR 2
r��CONNECTION DETAIL
SHEATING REQUIREMENT
#204
EXISTING FLOOR
FLOOR 4
FLOOR JOIST
BLOCK
(2) 8" TIMBERLOK
@ 16- O. C.
SCREW PLATES
TO EACH JOIST
(2) 8" TIMBERLOK
SCREW PLATES
TO EACH JOIST
EXISTING FLOOR
FLOOR 3
EXISTING FLOOR
FLOOR 2
/CONNECTION DETAIL
� SCALE IZ=1'-0"
i - UPPER FLOOR
FLOOR JOIST
bL,-k,
— H1 0 EA JOIST
51/4" X 11 7/8" PSL
X 20' CONT.
CONNECTION DETAIL
J SCALE : 1/2'=1'•0"
for 41 use a 15/32" minimum thickness APA rated shathing panel (CDX) on one side with 8d
common or galvanized box nails @4" o.c. edges and 8" through the field. screw sole plates into solid
material (blocking or joists) down through the floor below with (2) 8" Timberlok screw at 16" on center into
each floor joist below and one (1) 6" Timberlok screw up into the beam or wall top plates above
Blocking is required at all unsupported edges of the sheathing.
Attach upper floor joists to new beam with a Simpson H1 on each side.
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