Report (10) ,, /45 pot -/-c
OFFICE COPY - ' .t zqu- Sit/ yuMlce, ha
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Sherman Engineering Inc. . r r tt <r r ' : t .
3151 NE Sandy Blvd.Ste. 100, Portland OR 4232 :r e ; : : J '"�
BeamChek v2007 licensed to:Sherman Engineering Inc. Reg#79912-6641a
Nguyen Res-MFB2
Prepared by:SEW lie:8119/14 r e r r K
Selection 5-1/8x 18 GLB 24F-V4 DF/DF « UN 0.0 Ft f r <Jt
Conditions NDS 2005
Min Bearing Area R1=9.7 int R2=25.5 in2 (1.5) DL Defl= 0.06 in Recom Camber=0.10 in
P"fYr r'071:#r R
Data Beam Span 10.0 ft Reaction 1 LL 4088# 1 eactoon LL ;r 'U2 2:#
Beam Wt per ft 22.42# Reaction 1 TL 6310# teact3on f rIr :r: : "1445
eit
t .... r f y t t k / r
Bm Wt Included 224# Maximum V 16545#
Max Moment 31380'# ,Max V(Reduced) 15187#
• TL Max Defl L/240 TL Actual Deft L/884
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 276.75 92.25 0.14 0.07
Critical 136.44 82.54 0.50 0.33
Status OK OK OK OK
Ratio 49% 89% 27% 22%
, Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2760 276 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 1.15 1.15
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:420 Uniform TL: 578 =A
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
9720 B= 16245 8.0 220 H=305 8.0 10.0
RECEIVE]) REVISION
MAY 302017
CITY OF TIGARD
WILDING DIVISION .-%.
Bard.
L4
C--- Uniform Load A ❑ �_ -� Date 3„�3��
Pt loads:
R1 =6310 R2=16545
SPAN=10 FT
_ Uniform and partial uniform loads are lbs per lineal ft.
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EXISTING SOLID BLOCKING „"«
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NEW 5-1/8 X 18 GLU-LAM 1 r 'I
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BEAM(MFB2)
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REMOVE EXISTING
WAL « CRAWL SPACE
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FAMILY ROOM
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NEW 2 X 6 WA « NEW PRE-CAST .
M. CONCRETE FOOTING
NEW P T 2 X 8 LEDGE' 111110
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EXISTING FOUNDATION ---IP" ao
EXISTING COMPACTED
GRAVEL BACKFILL
PARTIAL SECTION @ WET BAR
114"= 1'-0"
FOR OFFICE USE ONLY-SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
11 -14 Transmittal Letter
1 , 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • w igard-or.gov
l
TO: i 6-14' - DAT , a " ID ) EP
DEPT: BUILDING DIVISION
MAY 302017
FROM: J-4' h D U vt CG n CITY �IGAR
COMPANY: (I �6cr Ocie aOev.e.t)p h f'
BOLDING�' � t}
gl
PHONE: 3- 8a 3- ! Nr
I (NIST - 2oH� -oo19(p
RE: 1`2-N12 SW f�-�vvY+ovic.w
(Site Address) 1 (Permit Number)
HOU 1JTPr1 V t to ►v E. t'/S u e„,t)
(Project name or subdivision name and lot n,,,•!\
ATTACHED ARE THE FOLLOWING I S
Additional set(s)of ,T Revisions:
d Cross section(s) and tail. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
S— Beam calculations. Engineer's calculations.
Other(explain): / /:1) ) r7o,0
REMARKS: J S i cri DitZ4z.x.. g Lit A-0-i - ,' Low fed_th._C,
Routed to Permit Te• 'cian: Date: c- - 17 Initials:
Fees Due: 2,] Yes ❑No Fee Description: Amount Due:
. S- f pi ..N. r_,,• t....., $ L1
$
$
$
Special
Instruc ons:
Rep t Permit(per PE): ❑ Yes ,®No [,Done
.plicant Notified: ,,9__ Date: �7/i 7 Initials: //:/
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012