HomeMy WebLinkAboutHEADER - 23-00308 - 367 Talon Dr - Remodelzatl FORTE W E!B
0
MEMBER REPORT
Level, Wall: Header
piece 1 F1 117/8" 2.0E crtllal(�) LVL
gall Lenge: 12 11'
All locations are measured from tie. odds face of left support (car le cantileverend'. All dim n lOn are orizontal
J
Design Results i
Actual 0 Lotion
Allowed
Rauh
I
m,nents
L F
Lard;
Combination (Pattern)
Hamner Ramon (lbs)
414
@ 4
14438 (5.!30")
Passe
(3%)
1�-
1-0
D
� 1.0
L II
pdns)
Shear Ib
Moment (Ft Its
Live Load Den., On'
1 @
.1203 @
0.0
1' 5 3/8p'
6' 5 1/2"
' 112"
7897
17848
0,408
Passed
Passed
P
)
%
1M
1,00
-�
1.0
1.
1.0
1.
D
D
+ 1.0
1.0
� L0
t 1..
L (Ali
L (All
L (All
L (All
pin
Spans)
Spans)
Spans)
Total Load Deft. (m)
0 037 Cc 61 1/2"
0,613
passed (L/999+) �-
a nec-bn criteria.. L (L/360) and (L1240).
* AIlowed moment does not reIled the adiustment for the bears sta b I i t -Y 4 a rt or
Supports
I . � f i rrii rner DF
- Trimmer -_ DF
Lateral Bracing
Top Edge (I-V.
Bottom Edigp (t �'i
Bearing Length
Total I Available
5.500 I 1 5I.
550" 1 5 50 -p -
Br ng Intervals
#MaximrJm allowable bracing it wale based on applied load
Loads to Supports (lbs)
I sum 1 156
1:.50" 1 156
comments
Floor Live I Factored I Acc esso ries
258 414 Nom.a
258 414 None
Vertical Cowie Location
Tributary i kith
Dead
(0.90)
Floor Live
I
m,nents
Q 5 l* Weight (PLF ). 0 to 12 11"
I -Uniform DPW) Ari 12' 1 1'P
BAJA
1'
1 2 ,..0
40.0
Def a ult LOad
Weyerhaeuser Notes
■ I ; -
r
f0 i Residenittal
Building Code, -1 113C 2018
Design - ..' J
a- � r war � � the sizing of its r�� will accordance iaproduct design rteria and published dign values a .:JIM111%irxpf�-S
related to the scft, u,'e. Use of this software is not Intended to cr rrriivent the need for a design rife sional as determined by the authors Pid°v in L_ y
responsible to asskire that this raUlabon Is compatible witt the overall project Accessories (Rim Board, Blocking Panels ano Squash �ire not dsi r i6 50ff� . P
rioducts _rte at
Wer eu lrtr �are thmrdp��led t� suN- bl e f f n��� Weyerhaeuser r �rineve ��m�e��:.--+
� have been evaluaiedby IC -ES UrWe-r evaluabon repoM ES,R-1153ESR-1387 i tried In accordance with applicable ASTM standards For current code evatulation report: Weyerhaeut xoduct lit rdwfe amid IWdZBRa
twon derails nefeir t
,wevea ser m/ pructs/d merit-librFa s
The pirodijct applicabon,, input i5P dirnerisions and support 4ormabon nave been provtded try ForteWE B Softh-are Opera tDr
ForteWEB tae Operator
Cody l
Jens
a
.nPro
(208)3S6-3777
cod)ensenolsunpro.budCo
lob Dotes
5/22/2023 P UTC
ForteWEB 05, 'gine: x'8.2.5.1,, Data-. V,8.1.3.6
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