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PACIFIC NORTHWEST ORTHWEST ENGINEERING, INC.
August 3, 2015
Sandra VanArcken RECE!%TED
8665 SW Greensward Ln.
Tigard, OR. 97224
Re.: Kitchen Wall AUG 4 2015
Personal Residence CITY OF TIGARD
Job#15-256 BUILDING DIVISION
Dear Sandra,
At your request we visited the above named site for a review of the bearing walls on your
proposed "kitchen remodel". This work is to involve two walls, as shown on the attached
drawing.
We found that both of the two walls in question were non-bearing walls. The removal of
the non-bearing walls can be done without any structural provisions. However, The
removal of the wall that will support the kitchen ceiling will require the installation of a
beam and two posts. It will also require the verification of footings in the crawl space. If
there are no footings then the footing size to be installed is shown on the attached sheets.
The attached drawings are for the intent of showing the location of the new beam and
posts only. They are not the remodel drawings,to be supplied by others.
If you have any questions please feel free in calling me.
Thank You, PROP
Elling , P. <</\- t,
Preside�tty OF GARD r 76
REVIEWED FOR CODE COMPLIANCE / •
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A Idres ,: SG�4 EXP. 12-31-15
Bar'Date: _f____
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OFFICE COPY
4242 Silver Falls Dr. N., Silverton,OR.97381
ph# (503)873-3184 fax# (503) 873-3907
P.E.# 13,676
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DINING z ` KITCHEN
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REMOVE EXISTING
NON-BEARING WALL
REMOVE EXISTING WALLS AS SHOWN. INSTALL
NEW G.L.B. AS SHOWN WITH 4"X4" POST TO
FOOTING (SHOULD BE EXISTING, VERIFY IF THEY
ARE LARGE ENOUGH, INSTALL NEW IF REQUIRED)
IF FOOTING IS NEW THEN USE 18" SQ. X 9"
THICK (NO REBAR REQUIRED)
DINING KITCHEN
3)012' G.L.B.
(SEE NOTE)
-J L
4"X4" POST W/ FOOTING
(SEE NOTE)
A
CUT TRUSS WEB & BOTTOM
CHORD TO INSTALL G.L.B.
AND SIMPSON LU24 HANGERS
BeamChek v2014 licensed to:Pacific NorthWest Engineering, Inc Reg#701-808
VANACKEN RESIDENCE KITCHEN REMODEL
BEAM Prepared by: MSE Date: 5/07/15
Selection 3-1/8x 12 GLB 24F-V4 DFIDF Lu =0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.3 in2 R2=4.3 in2 (1.5)DL Defl= 0.04 in Recom Camber=0.07 in
Data Beam Span 8.67 ft Reaction 1 LL 1951 # Reaction 2 LL 1951 #
Beam Wt per ft 9.11 # Reaction 1 TL 2771 # Reaction 2 TL 2771 #
Bm Wt Included 79# Maximum V 2771 #
Max Moment 6005'# Max V(Reduced) 2131 #
TL Max Defl L/240 TL Actual Defl L/905
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 75.00 37.50 0.11 0.07
Critical 30.03 13.32 0.43 0.29
Status OK OK OK OK
Ratio 40% 36% 27% 24%
Fb(psi) Fv(psi) E(psi x mil) Fc l (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:450 Uniform TL: 630 =A
Uniform Load A
R1 =2771 R2=2771
SPAN=8.67 FT
Uniform and partial uniform loads are lbs per lineal ft.
-FT= 2 I,S9
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